P ia n o U rb an is tico C o m u n ale - Comune di Villasimius

Piano Urbanistico Comunale
Allegato 1
Il Sindaco
Salvatore Sanna
Comune di Villasimius
Provincia di Cagliari
Studio di compatibilità idraulica
Tabelle di calcolo delle portate e sezioni idrauliche
coordinamento generale
Arch. Paolo Falqui
Dott. Ing. Paolo Bagliani
Dott. Geol. Maurizio Costa
Responsabili per lo studio di Compatibilità Idraulica
Prof. Ing. Nicola Montaldo, coordinamento tecnico-scientifico
Dott. Geol. Maurizio Costa (Criteria srl), responsabile per gli aspetti geologici
Il capo dell'ufficio tecnico
Dott. Ing. Giovanni Barracciu
dicembre 2011

PUC – Studio di Compatibilità Idraulica
Gruppo di Lavoro per lo Studio di Compatibilità Idraulica
Coordinamento tecnico scientifico
Prof. Ing. Nicola Montaldo
Responsabile per gli aspetti geologici
Dott. Geol. Maurizio Costa (Criteria srl)
Esperti e specialisti di settore
Prof. Ing. Andrea Saba, analisi idrauliche e idrologiche
Dott. Ing. Michele Vacca, analisi idrauliche e idrologiche
Dott. Geol. Edoarda Cannas (Criteria srl), aspetti geolitologici
Dott.Geol. Antonio Pitzalis (Criteria srl), aspetti geomorfologici
Geom. Cinzia Orrù (Criteria srl), cartografia
Geom. Guido Sbandi (Criteria srl), rilievi topografici
Dott. Ing. Daniela Tedde (Criteria srl), sistema informativo e cartografia

u.m. simbolo C sez 1 C sez 3.1 B sez 9 B sez 15 B sez 17 B sez 18 A sez 1 A sez 2.1 A sez 5 A1 A2 A3 B1 B3 B3 sez. 9 B5 B9 B10
superficie kmq S 35.91 27.16 26.07 20.4 17.27 17.02 8.62 6.6 6.53 2.01 1.25 5.25 3.08 3.56 2.01 0.17 0.17 0.57
lunghezza dell'asta principale km L 11.10 10.7 9.3 8.1 7.9 7.8 6.3 6.2 5.9 3.2 2.3 5.8 5.2 4.27 3.2 0.6 0.66 1.32
pendenza dell'asta principale m/m J 0.016 0.018 0.026 0.031479 0.032 0.033 0.038 0.04 0.05 0.07 0.098 0.053 0.048 0.029 0.07 0.063 0.091 0.045
Quota della sezione terminale m slm Ho 1 4.27 9 18.1 20 22.12 1.5 2.3 4.5 2.5 4.5 5 21.4 17.7 18 30.5 33.96 17
Altitudine media m slm Hm 181.26 181.26 187.98 187.98 187.98 187.98 222.45 222.45 222.45 277.52 153 236.85 174.76 96.02 96.02 58.81 69.31 57.62
Velocità media in alveo m/s V 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 2 2 2
Curve Number CN 88 88 88 88 88 88 88 88 88 91 96 90 88 90 90 97 97 95
c 0.2 0.2 0.2 0.2 0.2 0.2 0.15 0.15 0.15 0.1 0.05 0.1 0.1 0.1 0.1 0.02 0.02 0.03
Coefficiente Sirchia-Fassò Ψ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Zona idrografica (S-F rivisto) Zi 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
Coefficiente riduttivo Pa 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
Gruppo pluviometrico (Cao-Puddu) Gc 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Zona Deidda-Piga-Sechi Zo 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Altezza media giornaliera mm Hg 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70
Esposizione (or=1, occ=0) E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
applicazione ARF ARFsn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
tempo di corrivazione (0=calcolato) ore Tcc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
estensione della pioggia prima e dopo h/h Dp 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tempo di ritorno e probabilità di non superamento
tempo di ritorno anni Tr 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
probabilità di non superamento annua p 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
frattile della distribuzione normale u 2.054 2.054 2.054 2.054 2.054 2.054 2.054 2.054 2.054 2.054 2.054 2.054 2.054 2.054 2.054 2.054 2.054 2.054
Tempo di corrivazione
Viparelli ore TcV 2.056 1.981 1.722 1.500 1.463 1.444 1.167 1.148 1.093 0.593 0.426 1.074 0.963 0.791 0.593 0.083 0.092 0.183
Giandotti ore TcG 3.782 3.467 3.212 2.898 2.746 2.737 1.782 1.649 1.615 0.789 0.813 1.467 1.496 1.971 1.482 0.599 0.555 0.981
Ventura ore TcR 6.017 4.933 4.021 3.233 2.950 2.884 1.913 1.631 1.451 0.681 0.454 1.264 1.017 1.407 0.681 0.209 0.174 0.452
Pasini ore TcP 6.282 5.331 4.176 3.340 3.108 3.032 2.098 1.861 1.631 0.759 0.491 1.465 1.242 1.571 0.759 0.201 0.173 0.463
VAPI ore TcVP 7.199 6.523 5.872 5.250 5.028 4.967 4.278 3.963 3.706 2.731 1.869 3.529 2.940 2.958 2.009 1.016 0.958 1.472
Tempo di corrivazione assunto ore Tc 2.056 1.981 1.722 1.500 1.463 1.444 1.167 1.148 1.093 0.593 0.426 1.074 0.963 0.791 0.593 0.083 0.092 0.183
Coefficiente di riduzione areale
ARF Wallingford ARFw 0.895 0.903 0.899 0.902 0.907 0.907 0.920 0.927 0.926 0.939 0.942 0.931 0.940 0.933 0.939 0.948 0.950 0.940
ARF US Weather Service ARFu 0.919 0.936 0.935 0.945 0.953 0.953 0.974 0.980 0.979 0.992 0.995 0.983 0.990 0.988 0.992 0.999 0.999 0.997
ARF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Sirchia-Fassò
portata di piena Qsf 867.07 775.43 762.83 678.70 584.80 577.22 314.20 247.48 245.13 85.49 55.91 201.69 125.21 142.52 85.49 9.39 9.39 27.71
Sirchia-Fassò rivisto
coefficiente riduttivo per il tempo di ritorno Ps 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920 0.920
portata di piena Qsfr 398.85 356.70 350.90 312.20 269.01 265.52 144.53 113.84 112.76 39.33 25.72 92.78 57.60 65.56 39.33 4.32 4.32 12.75
Lazzari
controllo SHm 6509.05 4923.02 4900.64 3834.79 3246.41 3199.42 1917.52 1468.17 1452.60 557.82 191.25 1243.46 538.26 341.83 193.00 10.00 11.78 32.84
applicabilità Lazzari / TCEV NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO
media mu 1.064 0.973 0.972 0.892 0.839 0.834 0.668 0.581 0.578 0.268 -0.079 0.528 0.256 0.109 -0.076 -1.035 -0.982 -0.650
scarto sigma 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441
portata di piena Ql 93.37 75.81 75.55 62.92 55.57 54.97 37.52 30.74 30.50 14.93 6.72 27.16 14.54 10.36 6.77 0.74 0.84 1.81
Lazzari modificato
media muM 2.527 2.450 2.439 2.371 2.324 2.320 2.132 2.058 2.055 1.728 1.596 1.994 1.846 1.886 1.728 1.042 1.042 1.378
scarto sigmaM 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022
portata di piena Qlm 102.23 94.61 93.54 87.39 83.44 83.10 68.81 63.90 63.71 45.94 40.27 59.97 51.72 53.84 45.94 23.15 23.15 32.39
TCEV
T1 T1 17.817 14.879 14.491 12.370 11.110 11.006 7.096 5.973 5.932 2.774 2.041 5.153 3.653 4.011 2.774 0.564 0.564 1.230
L1 L1 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571
T2 T2 104.881 87.588 85.304 72.819 65.399 64.787 41.770 35.160 34.918 16.327 12.017 30.333 21.502 23.609 16.327 3.317 3.317 7.240
L2 L2 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510
portata di piena Qtcev 343.29 284.90 278.47 235.69 214.09 212.20 136.49 113.83 113.19 53.35 39.36 99.28 69.88 77.15 53.35 10.76 10.76 23.64
Razionale (Piga-Liguori)
Coefficienti Piga-Liguori A 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048
B 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598
C 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212
D 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093
Curve Number ss 34.63636 34.63636364 34.63636 34.63636 34.63636 34.63636 34.63636 34.63636 34.63636 25.12088 10.58333 28.22222 34.63636 28.22222 28.22222 7.85567 7.85567 13.368421
altezza di precipitazione precedente Hc1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hc2 71.4 70.3 66.1 62.2 61.6 61.2 55.8 55.4 54.2 41.5 35.9 53.8 51.3 47.0 41.5 17.6 18.4 24.8
altezza di precipitazione critica Hc 71.4 70.3 66.1 62.2 61.6 61.2 55.8 55.4 54.2 41.5 35.9 53.8 51.3 47.0 41.5 17.6 18.4 24.8
coefficiente Fi Fic 0.563 0.558 0.538 0.519 0.515 0.513 0.522 0.520 0.513 0.564 0.758 0.604 0.533 0.567 0.531 0.683 0.692 0.636
portata di piena (Piga-Liguori) Qrpl 195.20 149.36 149.68 121.93 103.95 102.81 59.71 45.94 46.13 22.06 22.18 44.11 24.29 33.37 20.76 6.82 6.55 13.64
Razionale (TCEV)
Deidda-Piga-Sechi Hd 30.654 30.224 28.634 27.150 26.890 26.758 24.644 24.493 24.029 18.984 16.716 23.872 22.888 21.215 18.984 8.916 9.249 12.080
Hd1 30.654 30.224 28.634 27.150 26.890 26.758 24.644 24.493 24.029 18.984 16.716 23.872 22.888 21.215 18.984 8.916 9.249 12.080
aa 2.288 2.288 2.288 2.288 2.288 2.288 2.288 2.288 2.288 2.288 2.288 2.288 2.288 2.288 2.288 2.288 2.288 2.288
durate superiori all'ora nns -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001
durate inferiori all'ora nni 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381
nn -0.0013 -0.0013 -0.0013 -0.0013 -0.0013 -0.0013 -0.0013 -0.0013 -0.0013 0.1381 0.1381 -0.0013 0.1381 0.1381 0.1381 0.1381 0.1381 0.1381
altezza di precipitazione precedente Hp1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hp2 70.1 69.1 65.5 62.1 61.5 61.2 56.4 56.0 55.0 40.4 34.0 54.6 52.1 47.0 40.4 14.5 15.2 21.9
altezza di precipitazione Hp 70.1 69.1 65.5 62.1 61.5 61.2 56.4 56.0 55.0 40.4 34.0 54.6 52.1 47.0 40.4 14.5 15.2 21.9
coefficiente Fi Fip 0.557 0.553 0.535 0.518 0.515 0.513 0.525 0.523 0.517 0.557 0.747 0.608 0.538 0.567 0.523 0.638 0.650 0.604
portata di piena (Deidda-Piga-Sechi) Q 189.49 145.41 147.38 121.47 103.78 102.76 60.77 46.82 47.21 21.21 20.70 45.10 24.90 33.31 19.93 5.24 5.10 11.41
SINTESI
tempo di ritorno anni Tr 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
Sirchia-Fassò mc/s Q 867.07 775.43 762.83 678.70 584.80 577.22 314.20 247.48 245.13 85.49 55.91 201.69 125.21 142.52 85.49 9.39 9.39 27.71
Sirchia-Fassò rivisto mc/s Q 398.85 356.70 350.90 312.20 269.01 265.52 144.53 113.84 112.76 39.33 25.72 92.78 57.60 65.56 39.33 4.32 4.32 12.75
Lazzari mc/s Q 93.37 75.81 75.55 62.92 55.57 54.97 37.52 30.74 30.50 14.93 6.72 27.16 14.54 10.36 6.77 0.74 0.84 1.81
Lazzari modificato mc/s Q 102.23 94.61 93.54 87.39 83.44 83.10 68.81 63.90 63.71 45.94 40.27 59.97 51.72 53.84 45.94 23.15 23.15 32.39
TCEV mc/s Q 343.29 284.90 278.47 235.69 214.09 212.20 136.49 113.83 113.19 53.35 39.36 99.28 69.88 77.15 53.35 10.76 10.76 23.64
Razionale (Piga-Liguori) mc/s Q 195.20 149.36 149.68 121.93 103.95 102.81 59.71 45.94 46.13 22.06 22.18 44.11 24.29 33.37 20.76 6.82 6.55 13.64
Razionale (TCEV) mc/s Q 189.49 145.41 147.38 121.47 103.78 102.76 60.77 46.82 47.21 21.21 20.70 45.10 24.90 33.31 19.93 5.24 5.10 11.41

u.m. simbolo C sez 1 C sez 3.1 B sez 9 B sez 15 B sez 17 B sez 18 A sez 1 A sez 2.1 A sez 5 A1 A2 A3 B1 B3 B3 sez. 9 B5 B9 B10
superficie kmq S 35.91 27.16 26.07 20.4 17.27 17.02 8.62 6.6 6.53 2.01 1.25 5.25 3.08 3.56 2.01 0.17 0.17 0.57
lunghezza dell'asta principale km L 11.10 10.7 9.3 8.1 7.9 7.8 6.3 6.2 5.9 3.2 2.3 5.8 5.2 4.27 3.2 0.6 0.66 1.32
pendenza dell'asta principale m/m J 0.016 0.018 0.026 0.031479 0.032 0.033 0.038 0.04 0.05 0.07 0.098 0.053 0.048 0.029 0.07 0.063 0.091 0.045
Quota della sezione terminale m slm Ho 1 4.27 9 18.1 20 22.12 1.5 2.3 4.5 2.5 4.5 5 21.4 17.7 18 30.5 33.96 17
Altitudine media m slm Hm 181.26 181.26 187.98 187.98 187.98 187.98 222.45 222.45 222.45 277.52 153 236.85 174.76 96.02 96.02 58.81 69.31 57.62
Velocità media in alveo m/s V 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 2 2 2
Curve Number CN 88 88 88 88 88 88 88 88 88 91 96 90 88 90 90 97 97 95
c 0.2 0.2 0.2 0.2 0.2 0.2 0.15 0.15 0.15 0.1 0.05 0.1 0.1 0.1 0.1 0.02 0.02 0.03
Coefficiente Sirchia-Fassò Ψ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Zona idrografica (S-F rivisto) Zi 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
Coefficiente riduttivo Pa 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
Gruppo pluviometrico (Cao-Puddu) Gc 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Zona Deidda-Piga-Sechi Zo 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Altezza media giornaliera mm Hg 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70
Esposizione (or=1, occ=0) E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
applicazione ARF ARFsn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
tempo di corrivazione (0=calcolato) ore Tcc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
estensione della pioggia prima e dopo h/h Dp 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tempo di ritorno e probabilità di non superamento
tempo di ritorno anni Tr 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
probabilità di non superamento annua p 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99
frattile della distribuzione normale u 2.326 2.326 2.326 2.326 2.326 2.326 2.326 2.326 2.326 2.326 2.326 2.326 2.326 2.326 2.326 2.326 2.326 2.326
Tempo di corrivazione
Viparelli ore TcV 2.056 1.981 1.722 1.500 1.463 1.444 1.167 1.148 1.093 0.593 0.426 1.074 0.963 0.791 0.593 0.083 0.092 0.183
Giandotti ore TcG 3.782 3.467 3.212 2.898 2.746 2.737 1.782 1.649 1.615 0.789 0.813 1.467 1.496 1.971 1.482 0.599 0.555 0.981
Ventura ore TcR 6.017 4.933 4.021 3.233 2.950 2.884 1.913 1.631 1.451 0.681 0.454 1.264 1.017 1.407 0.681 0.209 0.174 0.452
Pasini ore TcP 6.282 5.331 4.176 3.340 3.108 3.032 2.098 1.861 1.631 0.759 0.491 1.465 1.242 1.571 0.759 0.201 0.173 0.463
VAPI ore TcVP 7.199 6.523 5.872 5.250 5.028 4.967 4.278 3.963 3.706 2.731 1.869 3.529 2.940 2.958 2.009 1.016 0.958 1.472
Tempo di corrivazione assunto ore Tc 2.056 1.981 1.722 1.500 1.463 1.444 1.167 1.148 1.093 0.593 0.426 1.074 0.963 0.791 0.593 0.083 0.092 0.183
Coefficiente di riduzione areale
ARF Wallingford ARFw 0.894781 0.90321928 0.899171 0.902335 0.906818 0.906833 0.92036 0.927078 0.925972 0.938724 0.941563 0.931021 0.940492 0.932556 0.938724 0.948337 0.950087 0.9399343
ARF US Weather Service ARFu 0.919174 0.935509822 0.934913 0.945374 0.952692 0.95314 0.973671 0.979546 0.97947 0.99242 0.994892 0.983309 0.989799 0.987605 0.99242 0.999059 0.999073 0.9972328
ARF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Sirchia-Fassò
portata di piena Qsf 867.0747 775.4293798 762.8282 678.6953 584.7966 577.2226 314.202 247.4787 245.1308 85.49146 55.91174 201.6916 125.2073 142.5154 85.49146 9.394784 9.394784 27.708792
Sirchia-Fassò rivisto
coefficiente riduttivo per il tempo di ritorno Ps 1.070 1.070 1.070 1.070 1.070 1.070 1.070 1.070 1.070 1.070 1.070 1.070 1.070 1.070 1.070 1.070 1.070 1.070
portata di piena Qsfr 463.88 414.85 408.11 363.10 312.87 308.81 168.10 132.40 131.14 45.74 29.91 107.91 66.99 76.25 45.74 5.03 5.03 14.82
Lazzari
controllo SHm 6509.047 4923.0216 4900.639 3834.792 3246.415 3199.42 1917.519 1468.17 1452.599 557.8152 191.25 1243.463 538.2608 341.8312 193.0002 9.9977 11.7827 32.8434
applicabilità Lazzari / TCEV NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO
media mu 1.063884 0.973404879 0.971928 0.892471 0.838507 0.833783 0.667924 0.581415 0.577961 0.267882 -0.07893 0.527596 0.256321 0.109224 -0.07597 -1.03507 -0.98185 -0.64973
scarto sigma 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413
portata di piena Ql 123.17 100.01 99.67 83.00 73.30 72.51 49.49 40.55 40.23 19.70 8.87 35.83 19.18 13.67 8.93 0.98 1.11 2.38
Lazzari modificato
media muM 2.527472 2.449994334 2.438631 2.370592 2.324382 2.320337 2.131602 2.057525 2.054567 1.727682 1.595906 1.994038 1.846086 1.886266 1.727682 1.042411 1.042411 1.3780529
scarto sigmaM 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224
portata di piena Qlm 135.09 125.02 123.60 115.47 110.26 109.81 90.93 84.44 84.19 60.71 53.22 79.24 68.34 71.15 60.71 30.60 30.60 42.80
TCEV
T1 T1 17.81696 14.87921594 14.49115 12.37035 11.10989 11.00585 7.095743 5.972805 5.931855 2.773516 2.041432 5.152943 3.652763 4.010552 2.773516 0.5635 0.5635 1.2299827
L1 L1 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571
T2 T2 104.8813 87.58799256 85.30358 72.8193 65.39945 64.78705 41.7698 35.15951 34.91846 16.32658 12.01709 30.33331 21.50235 23.60851 16.32658 3.317101 3.317101 7.2404164
L2 L2 0.509796 0.509796287 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.5097963
portata di piena Qtcev 420.0721 349.6521898 341.4087 288.086 261.9271 259.3838 167.2549 139.762 138.9734 65.3738 47.87654 120.4671 85.77709 93.32995 65.3738 13.21142 13.21142 28.552145
Razionale (Piga-Liguori)
Coefficienti Piga-Liguori A 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048
B 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598
C 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212
D 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093
Curve Number ss 34.63636 34.63636364 34.63636 34.63636 34.63636 34.63636 34.63636 34.63636 34.63636 25.12088 10.58333 28.22222 34.63636 28.22222 28.22222 7.85567 7.85567 13.368421
altezza di precipitazione precedente Hc1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hc2 79.3 78.1 73.4 69.1 68.3 67.9 61.9 61.4 60.1 45.9 39.7 59.6 56.9 52.1 45.9 19.4 20.2 27.4
altezza di precipitazione critica Hc 79.3 78.1 73.4 69.1 68.3 67.9 61.9 61.4 60.1 45.9 39.7 59.6 56.9 52.1 45.9 19.4 20.2 27.4
coefficiente Fi Fic 0.596 0.591 0.572 0.553 0.549 0.547 0.554 0.552 0.545 0.593 0.776 0.631 0.563 0.596 0.560 0.704 0.713 0.659
portata di piena (Piga-Liguori) Qrpl 229.26 175.56 176.47 144.22 123.03 121.72 70.29 54.09 54.37 25.65 25.14 51.13 28.43 38.83 24.25 7.74 7.43 15.61
Razionale (TCEV)
Deidda-Piga-Sechi Hd 30.65409 30.22369337 28.63416 27.14996 26.88971 26.75806 24.64447 24.49302 24.02945 18.98356 16.7156 23.87172 22.88825 21.215 18.98356 8.915683 9.24915 12.080326
Hd1 30.65409 30.22369337 28.63416 27.14996 26.88971 26.75806 24.64447 24.49302 24.02945 18.98356 16.7156 23.87172 22.88825 21.215 18.98356 8.915683 9.24915 12.080326
aa 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597 2.61597
durate superiori all'ora nns -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003 -0.003
durate inferiori all'ora nni 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498
nn -0.0027 -0.0026953 -0.0027 -0.0027 -0.0027 -0.0027 -0.0027 -0.0027 -0.0027 0.175498 0.175498 -0.0027 0.175498 0.175498 0.175498 0.175498 0.175498 0.175498
altezza di precipitazione precedente Hp1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hp2 80.0 78.9 74.8 70.9 70.3 69.9 64.4 64.0 62.8 45.3 37.6 62.4 59.5 53.3 45.3 15.1 15.9 23.5
altezza di precipitazione Hp 80.0 78.9 74.8 70.9 70.3 69.9 64.4 64.0 62.8 45.3 37.6 62.4 59.5 53.3 45.3 15.1 15.9 23.5
coefficiente Fi Fip 0.598 0.594 0.578 0.561 0.558 0.557 0.566 0.564 0.558 0.589 0.766 0.643 0.575 0.601 0.556 0.648 0.660 0.622
portata di piena (Deidda-Piga-Sechi) Q 232.32 178.47 181.67 150.40 128.60 127.39 74.85 57.70 58.27 25.14 23.52 54.51 30.41 40.05 23.75 5.54 5.41 12.60
SINTESI
tempo di ritorno anni Tr 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100
Sirchia-Fassò mc/s Q 867.07 775.43 762.83 678.70 584.80 577.22 314.20 247.48 245.13 85.49 55.91 201.69 125.21 142.52 85.49 9.39 9.39 27.71
Sirchia-Fassò rivisto mc/s Q 463.88 414.85 408.11 363.10 312.87 308.81 168.10 132.40 131.14 45.74 29.91 107.91 66.99 76.25 45.74 5.03 5.03 14.82
Lazzari mc/s Q 123.17 100.01 99.67 83.00 73.30 72.51 49.49 40.55 40.23 19.70 8.87 35.83 19.18 13.67 8.93 0.98 1.11 2.38
Lazzari modificato mc/s Q 135.09 125.02 123.60 115.47 110.26 109.81 90.93 84.44 84.19 60.71 53.22 79.24 68.34 71.15 60.71 30.60 30.60 42.80
TCEV mc/s Q 420.07 349.65 341.41 288.09 261.93 259.38 167.25 139.76 138.97 65.37 47.88 120.47 85.78 93.33 65.37 13.21 13.21 28.55
Razionale (Piga-Liguori) mc/s Q 229.26 175.56 176.47 144.22 123.03 121.72 70.29 54.09 54.37 25.65 25.14 51.13 28.43 38.83 24.25 7.74 7.43 15.61
Razionale (TCEV) mc/s Q 232.32 178.47 181.67 150.40 128.60 127.39 74.85 57.70 58.27 25.14 23.52 54.51 30.41 40.05 23.75 5.54 5.41 12.60

u.m. simbolo C sez 1 C sez 3.1 B sez 9 B sez 15 B sez 17 B sez 18 A sez 1 A sez 2.1 A sez 5 A1 A2 A3 B1 B3 B3 sez. 9 B5 B9 B10
superficie kmq S 35.91 27.16 26.07 20.4 17.27 17.02 8.62 6.6 6.53 2.01 1.25 5.25 3.08 3.56 2.01 0.17 0.17 0.57
lunghezza dell'asta principale km L 11.10 10.7 9.3 8.1 7.9 7.8 6.3 6.2 5.9 3.2 2.3 5.8 5.2 4.27 3.2 0.6 0.66 1.32
pendenza dell'asta principale m/m J 0.016 0.018 0.026 0.031479 0.032 0.033 0.038 0.04 0.05 0.07 0.098 0.053 0.048 0.029 0.07 0.063 0.091 0.045
Quota della sezione terminale m slm Ho 1 4.27 9 18.1 20 22.12 1.5 2.3 4.5 2.5 4.5 5 21.4 17.7 18 30.5 33.96 17
Altitudine media m slm Hm 181.26 181.26 187.98 187.98 187.98 187.98 222.45 222.45 222.45 277.52 153 236.85 174.76 96.02 96.02 58.81 69.31 57.62
Velocità media in alveo m/s V 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 2 2 2
Curve Number CN 88 88 88 88 88 88 88 88 88 91 96 90 88 90 90 97 97 95
c 0.2 0.2 0.2 0.2 0.2 0.2 0.15 0.15 0.15 0.1 0.05 0.1 0.1 0.1 0.1 0.02 0.02 0.03
Coefficiente Sirchia-Fassò Ψ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Zona idrografica (S-F rivisto) Zi 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
Coefficiente riduttivo Pa 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
Gruppo pluviometrico (Cao-Puddu) Gc 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Zona Deidda-Piga-Sechi Zo 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Altezza media giornaliera mm Hg 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70
Esposizione (or=1, occ=0) E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
applicazione ARF ARFsn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
tempo di corrivazione (0=calcolato) ore Tcc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
estensione della pioggia prima e dopo h/h Dp 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tempo di ritorno e probabilità di non superamento
tempo di ritorno anni Tr 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
probabilità di non superamento annua p 0.995 0.995 0.995 0.995 0.995 0.995 0.995 0.995 0.995 0.995 0.995 0.995 0.995 0.995 0.995 0.995 0.995 0.995
frattile della distribuzione normale u 2.576 2.576 2.576 2.576 2.576 2.576 2.576 2.576 2.576 2.576 2.576 2.576 2.576 2.576 2.576 2.576 2.576 2.576
Tempo di corrivazione
Viparelli ore TcV 2.056 1.981 1.722 1.500 1.463 1.444 1.167 1.148 1.093 0.593 0.426 1.074 0.963 0.791 0.593 0.083 0.092 0.183
Giandotti ore TcG 3.782 3.467 3.212 2.898 2.746 2.737 1.782 1.649 1.615 0.789 0.813 1.467 1.496 1.971 1.482 0.599 0.555 0.981
Ventura ore TcR 6.017 4.933 4.021 3.233 2.950 2.884 1.913 1.631 1.451 0.681 0.454 1.264 1.017 1.407 0.681 0.209 0.174 0.452
Pasini ore TcP 6.282 5.331 4.176 3.340 3.108 3.032 2.098 1.861 1.631 0.759 0.491 1.465 1.242 1.571 0.759 0.201 0.173 0.463
VAPI ore TcVP 7.199 6.523 5.872 5.250 5.028 4.967 4.278 3.963 3.706 2.731 1.869 3.529 2.940 2.958 2.009 1.016 0.958 1.472
Tempo di corrivazione assunto ore Tc 2.056 1.981 1.722 1.500 1.463 1.444 1.167 1.148 1.093 0.593 0.426 1.074 0.963 0.791 0.593 0.083 0.092 0.183
Coefficiente di riduzione areale
ARF Wallingford ARFw 0.894781 0.90321928 0.899171 0.902335 0.906818 0.906833 0.92036 0.927078 0.925972 0.938724 0.941563 0.931021 0.940492 0.932556 0.938724 0.948337 0.950087 0.9399343
ARF US Weather Service ARFu 0.919174 0.935509822 0.934913 0.945374 0.952692 0.95314 0.973671 0.979546 0.97947 0.99242 0.994892 0.983309 0.989799 0.987605 0.99242 0.999059 0.999073 0.9972328
ARF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Sirchia-Fassò
portata di piena Qsf 867.0747 775.4293798 762.8282 678.6953 584.7966 577.2226 314.202 247.4787 245.1308 85.49146 55.91174 201.6916 125.2073 142.5154 85.49146 9.394784 9.394784 27.708792
Sirchia-Fassò rivisto
coefficiente riduttivo per il tempo di ritorno Ps 1.220 1.220 1.220 1.220 1.220 1.220 1.220 1.220 1.220 1.220 1.220 1.220 1.220 1.220 1.220 1.220 1.220 1.220
portata di piena Qsfr 528.92 473.01 465.33 414.00 356.73 352.11 191.66 150.96 149.53 52.15 34.11 123.03 76.38 86.93 52.15 5.73 5.73 16.90
Lazzari
controllo SHm 6509.047 4923.0216 4900.639 3834.792 3246.415 3199.42 1917.519 1468.17 1452.599 557.8152 191.25 1243.463 538.2608 341.8312 193.0002 9.9977 11.7827 32.8434
applicabilità Lazzari / TCEV NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO
media mu 1.063884 0.973404879 0.971928 0.892471 0.838507 0.833783 0.667924 0.581415 0.577961 0.267882 -0.07893 0.527596 0.256321 0.109224 -0.07597 -1.03507 -0.98185 -0.64973
scarto sigma 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413
portata di piena Ql 158.71 128.86 128.42 106.95 94.45 93.43 63.77 52.26 51.84 25.39 11.42 46.16 24.72 17.62 11.50 1.26 1.43 3.07
Lazzari modificato
media muM 2.527472 2.449994334 2.438631 2.370592 2.324382 2.320337 2.131602 2.057525 2.054567 1.727682 1.595906 1.994038 1.846086 1.886266 1.727682 1.042411 1.042411 1.3780529
scarto sigmaM 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224
portata di piena Qlm 174.34 161.34 159.52 149.03 142.30 141.72 117.35 108.97 108.65 78.35 68.68 102.26 88.20 91.82 78.35 39.49 39.49 55.23
TCEV
T1 T1 17.81696 14.87921594 14.49115 12.37035 11.10989 11.00585 7.095743 5.972805 5.931855 2.773516 2.041432 5.152943 3.652763 4.010552 2.773516 0.5635 0.5635 1.2299827
L1 L1 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571
T2 T2 104.8813 87.58799256 85.30358 72.8193 65.39945 64.78705 41.7698 35.15951 34.91846 16.32658 12.01709 30.33331 21.50235 23.60851 16.32658 3.317101 3.317101 7.2404164
L2 L2 0.509796 0.509796287 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.5097963
portata di piena Qtcev 490.7726 414.623016 402.3091 344.4866 305.758 301.7599 196.5875 166.5666 165.4358 76.84884 55.96192 141.801 101.8258 110.7888 76.84884 15.71494 15.71494 34.030696
Razionale (Piga-Liguori)
Coefficienti Piga-Liguori A 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048
B 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598
C 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212
D 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093
Curve Number ss 34.63636 34.63636364 34.63636 34.63636 34.63636 34.63636 34.63636 34.63636 34.63636 25.12088 10.58333 28.22222 34.63636 28.22222 28.22222 7.85567 7.85567 13.368421
altezza di precipitazione precedente Hc1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hc2 87.3 85.9 80.8 76.0 75.2 74.7 68.0 67.5 66.1 50.4 43.6 65.6 62.5 57.3 50.4 21.2 22.1 30.0
altezza di precipitazione critica Hc 87.3 85.9 80.8 76.0 75.2 74.7 68.0 67.5 66.1 50.4 43.6 65.6 62.5 57.3 50.4 21.2 22.1 30.0
coefficiente Fi Fic 0.624 0.619 0.601 0.583 0.579 0.577 0.582 0.580 0.573 0.618 0.792 0.655 0.589 0.621 0.586 0.723 0.731 0.680
portata di piena (Piga-Liguori) Qrpl 264.35 202.55 204.10 167.24 142.73 141.25 81.22 62.52 62.89 29.35 28.15 58.34 32.70 44.46 27.86 8.68 8.33 17.63
Razionale (TCEV)
Deidda-Piga-Sechi Hd 30.65409 30.22369337 28.63416 27.14996 26.88971 26.75806 24.64447 24.49302 24.02945 18.98356 16.7156 23.87172 22.88825 21.215 18.98356 8.915683 9.24915 12.080326
Hd1 30.65409 30.22369337 28.63416 27.14996 26.88971 26.75806 24.64447 24.49302 24.02945 18.98356 16.7156 23.87172 22.88825 21.215 18.98356 8.915683 9.24915 12.080326
aa 2.943792 2.943791665 2.943792 2.943792 2.943792 2.943792 2.943792 2.943792 2.943792 2.943792 2.943792 2.943792 2.943792 2.943792 2.943792 2.943792 2.943792 2.9437917
durate superiori all'ora nns -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004
durate inferiori all'ora nni 0.206797 0.206797356 0.206797 0.206797 0.206797 0.206797 0.206797 0.206797 0.206797 0.206797 0.206797 0.206797 0.206797 0.206797 0.206797 0.206797 0.206797 0.2067974
nn -0.00406 -0.004062578 -0.00406 -0.00406 -0.00406 -0.00406 -0.00406 -0.00406 -0.00406 0.206797 0.206797 -0.00406 0.206797 0.206797 0.206797 0.206797 0.206797 0.2067974
altezza di precipitazione precedente Hp1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hp2 90.0 88.7 84.1 79.8 79.0 78.7 72.5 72.1 70.7 50.2 41.2 70.3 66.9 59.5 50.2 15.7 16.6 25.0
altezza di precipitazione Hp 90.0 88.7 84.1 79.8 79.0 78.7 72.5 72.1 70.7 50.2 41.2 70.3 66.9 59.5 50.2 15.7 16.6 25.0
coefficiente Fi Fip 0.632 0.628 0.613 0.597 0.594 0.593 0.600 0.599 0.593 0.616 0.783 0.672 0.607 0.631 0.585 0.657 0.670 0.637
portata di piena (Deidda-Piga-Sechi) Q 275.99 212.20 216.72 180.04 154.05 152.64 89.32 68.87 69.63 29.13 26.32 64.12 36.08 46.92 27.64 5.85 5.74 13.78
SINTESI
tempo di ritorno anni Tr 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
Sirchia-Fassò mc/s Q 867.07 775.43 762.83 678.70 584.80 577.22 314.20 247.48 245.13 85.49 55.91 201.69 125.21 142.52 85.49 9.39 9.39 27.71
Sirchia-Fassò rivisto mc/s Q 528.92 473.01 465.33 414.00 356.73 352.11 191.66 150.96 149.53 52.15 34.11 123.03 76.38 86.93 52.15 5.73 5.73 16.90
Lazzari mc/s Q 158.71 128.86 128.42 106.95 94.45 93.43 63.77 52.26 51.84 25.39 11.42 46.16 24.72 17.62 11.50 1.26 1.43 3.07
Lazzari modificato mc/s Q 174.34 161.34 159.52 149.03 142.30 141.72 117.35 108.97 108.65 78.35 68.68 102.26 88.20 91.82 78.35 39.49 39.49 55.23
TCEV mc/s Q 490.77 414.62 402.31 344.49 305.76 301.76 196.59 166.57 165.44 76.85 55.96 141.80 101.83 110.79 76.85 15.71 15.71 34.03
Razionale (Piga-Liguori) mc/s Q 264.35 202.55 204.10 167.24 142.73 141.25 81.22 62.52 62.89 29.35 28.15 58.34 32.70 44.46 27.86 8.68 8.33 17.63
Razionale (TCEV) mc/s Q 275.99 212.20 216.72 180.04 154.05 152.64 89.32 68.87 69.63 29.13 26.32 64.12 36.08 46.92 27.64 5.85 5.74 13.78

u.m. simbolo C sez 1 C sez 3.1 B sez 9 B sez 15 B sez 17 B sez 18 A sez 1 A sez 2.1 A sez 5 A1 A2 A3 B1 B3 B3 sez. 9 B5 B9 B10
superficie kmq S 35.91 27.16 26.07 20.4 17.27 17.02 8.62 6.6 6.53 2.01 1.25 5.25 3.08 3.56 2.01 0.17 0.17 0.57
lunghezza dell'asta principale km L 11.10 10.7 9.3 8.1 7.9 7.8 6.3 6.2 5.9 3.2 2.3 5.8 5.2 4.27 3.2 0.6 0.66 1.32
pendenza dell'asta principale m/m J 0.016 0.018 0.026 0.031479 0.032 0.033 0.038 0.04 0.05 0.07 0.098 0.053 0.048 0.029 0.07 0.063 0.091 0.045
Quota della sezione terminale m slm Ho 1 4.27 9 18.1 20 22.12 1.5 2.3 4.5 2.5 4.5 5 21.4 17.7 18 30.5 33.96 17
Altitudine media m slm Hm 181.26 181.26 187.98 187.98 187.98 187.98 222.45 222.45 222.45 277.52 153 236.85 174.76 96.02 96.02 58.81 69.31 57.62
Velocità media in alveo m/s V 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 2 2 2
Curve Number CN 88 88 88 88 88 88 88 88 88 91 96 90 88 90 90 97 97 95
c 0.2 0.2 0.2 0.2 0.2 0.2 0.15 0.15 0.15 0.1 0.05 0.1 0.1 0.1 0.1 0.02 0.02 0.03
Coefficiente Sirchia-Fassò Ψ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Zona idrografica (S-F rivisto) Zi 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
Coefficiente riduttivo Pa 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
Gruppo pluviometrico (Cao-Puddu) Gc 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Zona Deidda-Piga-Sechi Zo 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Altezza media giornaliera mm Hg 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70
Esposizione (or=1, occ=0) E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
applicazione ARF ARFsn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
tempo di corrivazione (0=calcolato) ore Tcc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
estensione della pioggia prima e dopo h/h Dp 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tempo di ritorno e probabilità di non superamento
tempo di ritorno anni Tr 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500
probabilità di non superamento annua p 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998
frattile della distribuzione normale u 2.878 2.878 2.878 2.878 2.878 2.878 2.878 2.878 2.878 2.878 2.878 2.878 2.878 2.878 2.878 2.878 2.878 2.878
Tempo di corrivazione
Viparelli ore TcV 2.056 1.981 1.722 1.500 1.463 1.444 1.167 1.148 1.093 0.593 0.426 1.074 0.963 0.791 0.593 0.083 0.092 0.183
Giandotti ore TcG 3.782 3.467 3.212 2.898 2.746 2.737 1.782 1.649 1.615 0.789 0.813 1.467 1.496 1.971 1.482 0.599 0.555 0.981
Ventura ore TcR 6.017 4.933 4.021 3.233 2.950 2.884 1.913 1.631 1.451 0.681 0.454 1.264 1.017 1.407 0.681 0.209 0.174 0.452
Pasini ore TcP 6.282 5.331 4.176 3.340 3.108 3.032 2.098 1.861 1.631 0.759 0.491 1.465 1.242 1.571 0.759 0.201 0.173 0.463
VAPI ore TcVP 7.199 6.523 5.872 5.250 5.028 4.967 4.278 3.963 3.706 2.731 1.869 3.529 2.940 2.958 2.009 1.016 0.958 1.472
Tempo di corrivazione assunto ore Tc 2.056 1.981 1.722 1.500 1.463 1.444 1.167 1.148 1.093 0.593 0.426 1.074 0.963 0.791 0.593 0.083 0.092 0.183
Coefficiente di riduzione areale
ARF Wallingford ARFw 0.894781 0.90321928 0.899171 0.902335 0.906818 0.906833 0.92036 0.927078 0.925972 0.938724 0.941563 0.931021 0.940492 0.932556 0.938724 0.948337 0.950087 0.9399343
ARF US Weather Service ARFu 0.919174 0.935509822 0.934913 0.945374 0.952692 0.95314 0.973671 0.979546 0.97947 0.99242 0.994892 0.983309 0.989799 0.987605 0.99242 0.999059 0.999073 0.9972328
ARF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Sirchia-Fassò
portata di piena Qsf 867.0747 775.4293798 762.8282 678.6953 584.7966 577.2226 314.202 247.4787 245.1308 85.49146 55.91174 201.6916 125.2073 142.5154 85.49146 9.394784 9.394784 27.708792
Sirchia-Fassò rivisto
coefficiente riduttivo per il tempo di ritorno Ps 1.430 1.430 1.430 1.430 1.430 1.430 1.430 1.430 1.430 1.430 1.430 1.430 1.430 1.430 1.430 1.430 1.430 1.430
portata di piena Qsfr 619.96 554.43 545.42 485.27 418.13 412.71 224.65 176.95 175.27 61.13 39.98 144.21 89.52 101.90 61.13 6.72 6.72 19.81
Lazzari
controllo SHm 6509.047 4923.0216 4900.639 3834.792 3246.415 3199.42 1917.519 1468.17 1452.599 557.8152 191.25 1243.463 538.2608 341.8312 193.0002 9.9977 11.7827 32.8434
applicabilità Lazzari / TCEV NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO
media mu 1.063884 0.973404879 0.971928 0.892471 0.838507 0.833783 0.667924 0.581415 0.577961 0.267882 -0.07893 0.527596 0.256321 0.109224 -0.07597 -1.03507 -0.98185 -0.64973
scarto sigma 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413 0.4413
portata di piena Ql 215.78 175.20 174.61 145.41 128.42 127.03 86.71 71.05 70.48 34.52 15.53 62.77 33.61 23.95 15.64 1.72 1.94 4.17
Lazzari modificato
media muM 2.527472 2.449994334 2.438631 2.370592 2.324382 2.320337 2.131602 2.057525 2.054567 1.727682 1.595906 1.994038 1.846086 1.886266 1.727682 1.042411 1.042411 1.3780529
scarto sigmaM 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224 1.0224
portata di piena Qlm 237.48 219.78 217.30 203.00 193.84 193.05 159.85 148.44 148.00 106.73 93.55 139.31 120.15 125.07 106.73 53.79 53.79 75.24
TCEV
T1 T1 17.81696 14.87921594 14.49115 12.37035 11.10989 11.00585 7.095743 5.972805 5.931855 2.773516 2.041432 5.152943 3.652763 4.010552 2.773516 0.5635 0.5635 1.2299827
L1 L1 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571
T2 T2 104.8813 87.58799256 85.30358 72.8193 65.39945 64.78705 41.7698 35.15951 34.91846 16.32658 12.01709 30.33331 21.50235 23.60851 16.32658 3.317101 3.317101 7.2404164
L2 L2 0.509796 0.509796287 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.509796 0.5097963
portata di piena Qtcev 586.7858 493.1235118 473.3078 415.5547 366.2004 363.9161 232.0327 199.8015 198.0582 90.67867 68.23763 172.6998 121.3285 134.704 90.67867 18.78922 18.78922 41.339842
Razionale (Piga-Liguori)
Coefficienti Piga-Liguori A 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048
B 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598
C 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212
D 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093
Curve Number ss 34.63636 34.63636364 34.63636 34.63636 34.63636 34.63636 34.63636 34.63636 34.63636 25.12088 10.58333 28.22222 34.63636 28.22222 28.22222 7.85567 7.85567 13.368421
altezza di precipitazione precedente Hc1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hc2 98.1 96.6 90.7 85.3 84.4 83.9 76.3 75.8 74.1 56.5 48.8 73.5 70.1 64.2 56.5 23.6 24.6 33.5
altezza di precipitazione critica Hc 98.1 96.6 90.7 85.3 84.4 83.9 76.3 75.8 74.1 56.5 48.8 73.5 70.1 64.2 56.5 23.6 24.6 33.5
coefficiente Fi Fic 0.656 0.652 0.634 0.617 0.614 0.612 0.615 0.613 0.606 0.647 0.811 0.683 0.620 0.650 0.617 0.744 0.752 0.704
portata di piena (Piga-Liguori) Qrpl 312.41 239.54 242.01 198.85 169.80 168.08 96.25 74.12 74.62 34.42 32.22 68.21 38.59 52.18 32.83 9.96 9.55 20.37
Razionale (TCEV)
Deidda-Piga-Sechi Hd 30.65409 30.22369337 28.63416 27.14996 26.88971 26.75806 24.64447 24.49302 24.02945 18.98356 16.7156 23.87172 22.88825 21.215 18.98356 8.915683 9.24915 12.080326
Hd1 30.65409 30.22369337 28.63416 27.14996 26.88971 26.75806 24.64447 24.49302 24.02945 18.98356 16.7156 23.87172 22.88825 21.215 18.98356 8.915683 9.24915 12.080326
aa 3.377148 3.377148335 3.377148 3.377148 3.377148 3.377148 3.377148 3.377148 3.377148 3.377148 3.377148 3.377148 3.377148 3.377148 3.377148 3.377148 3.377148 3.3771483
durate superiori all'ora nns -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006 -0.006
durate inferiori all'ora nni 0.238819 0.238818594 0.238819 0.238819 0.238819 0.238819 0.238819 0.238819 0.238819 0.238819 0.238819 0.238819 0.238819 0.238819 0.238819 0.238819 0.238819 0.2388186
nn -0.00587 -0.005870022 -0.00587 -0.00587 -0.00587 -0.00587 -0.00587 -0.00587 -0.00587 0.238819 0.238819 -0.00587 0.238819 0.238819 0.238819 0.238819 0.238819 0.2388186
altezza di precipitazione precedente Hp1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hp2 103.1 101.7 96.4 91.5 90.6 90.2 83.2 82.6 81.1 56.6 46.0 80.6 76.6 67.7 56.6 16.6 17.7 27.2
altezza di precipitazione Hp 103.1 101.7 96.4 91.5 90.6 90.2 83.2 82.6 81.1 56.6 46.0 80.6 76.6 67.7 56.6 16.6 17.7 27.2
coefficiente Fi Fip 0.669 0.665 0.651 0.637 0.634 0.633 0.638 0.636 0.631 0.648 0.801 0.704 0.643 0.663 0.617 0.671 0.684 0.657
portata di piena (Deidda-Piga-Sechi) Q 334.66 257.53 263.92 220.03 188.39 186.74 108.90 84.00 85.02 34.52 30.08 77.04 43.76 56.19 32.92 6.32 6.22 15.44
SINTESI
tempo di ritorno anni Tr 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500
Sirchia-Fassò mc/s Q 867.07 775.43 762.83 678.70 584.80 577.22 314.20 247.48 245.13 85.49 55.91 201.69 125.21 142.52 85.49 9.39 9.39 27.71
Sirchia-Fassò rivisto mc/s Q 619.96 554.43 545.42 485.27 418.13 412.71 224.65 176.95 175.27 61.13 39.98 144.21 89.52 101.90 61.13 6.72 6.72 19.81
Lazzari mc/s Q 215.78 175.20 174.61 145.41 128.42 127.03 86.71 71.05 70.48 34.52 15.53 62.77 33.61 23.95 15.64 1.72 1.94 4.17
Lazzari modificato mc/s Q 237.48 219.78 217.30 203.00 193.84 193.05 159.85 148.44 148.00 106.73 93.55 139.31 120.15 125.07 106.73 53.79 53.79 75.24
TCEV mc/s Q 586.79 493.12 473.31 415.55 366.20 363.92 232.03 199.80 198.06 90.68 68.24 172.70 121.33 134.70 90.68 18.79 18.79 41.34
Razionale (Piga-Liguori) mc/s Q 312.41 239.54 242.01 198.85 169.80 168.08 96.25 74.12 74.62 34.42 32.22 68.21 38.59 52.18 32.83 9.96 9.55 20.37
Razionale (TCEV) mc/s Q 334.66 257.53 263.92 220.03 188.39 186.74 108.90 84.00 85.02 34.52 30.08 77.04 43.76 56.19 32.92 6.32 6.22 15.44

u.m. simbolo N N N N O O O O T T T T T1 T1 T1 T1 V V V V G G G G
superficie kmq S 0.35 0.35 0.35 0.35 0.30 0.30 0.30 0.30 0.63 0.63 0.63 0.63 0.25 0.25 0.25 0.25 0.68 0.68 0.68 0.68 0.45 0.45 0.45 0.45
lunghezza dell'asta principale km L 1.06 1.06 1.06 1.06 0.96 0.96 0.96 0.96 2.60 2.60 2.60 2.60 1.23 1.23 1.23 1.23 1.90 1.90 1.90 1.90 1.37 1.37 1.37 1.37
pendenza dell'asta principale m/m J 0.2519 0.2519 0.2519 0.2519 0.26 0.26 0.26 0.26 0.15 0.15 0.15 0.15 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.049 0.049 0.049 0.049
Quota della sezione terminale m slm Ho 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0
Altitudine media m slm Hm 78 78 78 78 80 80 80 80 136 136 136 136 120 120 120 120 120 120 120 120 44.8 44.8 44.8 44.8
Velocità media in alveo m/s V 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Curve Number CN 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 94 94 94 94
c 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
Coefficiente Sirchia-Fassò Ψ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Zona idrografica (S-F rivisto) Zi 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
Coefficiente riduttivo Pa 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
Gruppo pluviometrico (Cao-Puddu) Gc 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Zona Deidda-Piga-Sechi Zo 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Altezza media giornaliera mm Hg 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70
Esposizione (or=1, occ=0) E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
applicazione ARF ARFsn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
tempo di corrivazione (0=calcolato) ore Tcc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
estensione della pioggia prima e dopo h/h Dp 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tempo di ritorno e probabilità di non superamento
tempo di ritorno anni Tr 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500
probabilità di non superamento annua p 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998
frattile della distribuzione normale u 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878
Tempo di corrivazione
Viparelli ore TcV 0.147 0.147 0.147 0.147 0.134 0.134 0.134 0.134 0.361 0.361 0.361 0.361 0.171 0.171 0.171 0.171 0.264 0.264 0.264 0.264 0.190 0.190 0.190 0.190
Giandotti ore TcG 0.563 0.563 0.563 0.563 0.511 0.511 0.511 0.511 0.762 0.762 0.762 0.762 0.440 0.440 0.440 0.440 0.705 0.705 0.705 0.705 0.885 0.885 0.885 0.885
Ventura ore TcR 0.150 0.150 0.150 0.150 0.136 0.136 0.136 0.136 0.261 0.261 0.261 0.261 0.158 0.158 0.158 0.158 0.262 0.262 0.262 0.262 0.385 0.385 0.385 0.385
Pasini ore TcP 0.155 0.155 0.155 0.155 0.140 0.140 0.140 0.140 0.329 0.329 0.329 0.329 0.182 0.182 0.182 0.182 0.294 0.294 0.294 0.294 0.415 0.415 0.415 0.415
VAPI ore TcVP 0.873 0.873 0.873 0.873 0.840 0.840 0.840 0.840 1.365 1.365 1.365 1.365 1.042 1.042 1.042 1.042 1.314 1.314 1.314 1.314 1.265 1.265 1.265 1.265
Tempo di corrivazione assunto ore Tc 0.147 0.147 0.147 0.147 0.134 0.134 0.134 0.134 0.261 0.261 0.261 0.261 0.158 0.158 0.158 0.158 0.262 0.262 0.262 0.262 0.190 0.190 0.190 0.190
Coefficiente di riduzione areale
ARF Wallingford ARFw 0.945 0.945 0.945 0.945 0.947 0.947 0.947 0.947 0.945 0.945 0.945 0.945 0.953 0.953 0.953 0.953 0.944 0.944 0.944 0.944 0.946 0.946 0.946 0.946
ARF US Weather Service ARFu 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.998 0.997 0.997 0.997 0.997 0.999 0.999 0.999 0.999 0.997 0.997 0.997 0.997 0.998 0.998 0.998 0.998
ARF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Sirchia-Fassò
portata di piena Qsf 17.92 17.92 17.92 17.92 15.56 15.56 15.56 15.56 30.39 30.39 30.39 30.39 13.22 13.22 13.22 13.22 32.44 32.44 32.44 32.44 22.43 22.43 22.43 22.43
Sirchia-Fassò rivisto
coefficiente riduttivo per il tempo di ritorno Ps 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430
portata di piena Qsfr 8.24 9.59 10.93 12.81 7.16 8.33 9.49 11.13 13.98 16.26 18.54 21.73 6.08 7.07 8.06 9.45 14.92 17.36 19.79 23.20 10.32 12.00 13.68 16.04
Lazzari
controllo SHm 27.30 27.30 27.30 27.30 23.92 23.92 23.92 23.92 85.95 85.95 85.95 85.95 29.88 29.88 29.88 29.88 81.60 81.60 81.60 81.60 20.16 20.16 20.16 20.16
applicabilità Lazzari / TCEV NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO
media mu -0.710 -0.710 -0.710 -0.710 -0.752 -0.752 -0.752 -0.752 -0.338 -0.338 -0.338 -0.338 -0.680 -0.680 -0.680 -0.680 -0.355 -0.355 -0.355 -0.355 -0.808 -0.808 -0.808 -0.808
scarto sigma 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441
portata di piena Ql 1.57 2.07 2.67 3.64 1.43 1.88 2.42 3.29 3.70 4.88 6.29 8.55 1.68 2.22 2.86 3.89 3.56 4.70 6.05 8.23 1.25 1.65 2.13 2.90
Lazzari modificato
media muM 1.243 1.243 1.243 1.243 1.199 1.199 1.199 1.199 1.407 1.407 1.407 1.407 1.148 1.148 1.148 1.148 1.427 1.427 1.427 1.427 1.312 1.312 1.312 1.312
scarto sigmaM 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022
portata di piena Qlm 28.29 37.38 48.24 65.72 27.08 35.78 46.18 62.91 33.33 44.04 56.84 77.43 25.74 34.01 43.90 59.80 34.01 44.95 58.01 79.02 30.33 40.08 51.73 70.46
TCEV
T1 T1 0.898 0.898 0.898 0.898 0.811 0.811 0.811 0.811 1.315 1.315 1.315 1.315 0.721 0.721 0.721 0.721 1.378 1.378 1.378 1.378 1.056 1.056 1.056 1.056
L1 L1 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571
T2 T2 5.286 5.286 5.286 5.286 4.775 4.775 4.775 4.775 7.739 7.739 7.739 7.739 4.243 4.243 4.243 4.243 8.113 8.113 8.113 8.113 6.216 6.216 6.216 6.216
L2 L2 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510
portata di piena Qtcev 17.16 21.07 25.04 29.90 15.65 19.08 22.12 27.01 25.36 30.96 35.88 43.61 13.74 16.87 20.10 24.11 26.50 32.48 38.24 44.96 20.35 24.89 29.02 34.85
Razionale (Piga-Liguori)
Coefficienti Piga-Liguori A 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048
B 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598
C 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212
D 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093
Curve Number ss 55.7561 55.75609756 55.7561 55.7561 55.7561 55.7561 55.7561 55.7561 55.7561 55.7561 55.7561 55.7561 55.7561 55.7561 55.7561 55.7561 55.7561 55.756098 55.756098 55.7561 16.21277 16.21277 16.21277 16.21277
altezza di precipitazione precedente Hc1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hc2 22.6 24.9 27.2 30.4 21.7 23.9 26.1 29.2 29.0 32.0 35.1 39.2 23.3 25.7 28.2 31.4 29.0 32.1 35.2 39.3 25.3 27.9 30.5 34.1
altezza di precipitazione critica Hc 22.6 24.9 27.2 30.4 21.7 23.9 26.1 29.2 29.0 32.0 35.1 39.2 23.3 25.7 28.2 31.4 29.0 32.1 35.2 39.3 25.3 27.9 30.5 34.1
coefficiente Fi Fic 0.263 0.285 0.305 0.331 0.254 0.276 0.296 0.321 0.320 0.343 0.366 0.394 0.270 0.292 0.313 0.339 0.320 0.344 0.366 0.394 0.598 0.622 0.644 0.669
portata di piena (Piga-Liguori) Qrpl 3.92 4.69 5.50 6.65 3.42 4.08 4.80 5.81 6.24 7.41 8.65 10.40 2.75 3.28 3.85 4.65 6.70 7.96 9.29 11.17 9.92 11.39 12.91 14.98
Razionale (TCEV)
Deidda-Piga-Sechi Hd 11.093 11.093 11.093 11.093 10.703 10.703 10.703 10.703 13.835 13.835 13.835 13.835 11.420 11.420 11.420 11.420 13.858 13.858 13.858 13.858 12.255 12.255 12.255 12.255
Hd1 11.093 11.093 11.093 11.093 10.703 10.703 10.703 10.703 13.835 13.835 13.835 13.835 11.420 11.420 11.420 11.420 13.858 13.858 13.858 13.858 12.255 12.255 12.255 12.255
aa 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377
durate superiori all'ora nns -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006
durate inferiori all'ora nni 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388
nn 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388
altezza di precipitazione precedente Hp1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hp2 19.5 20.7 22.0 23.7 18.6 19.7 20.8 22.4 26.3 28.6 30.8 33.9 20.3 21.6 23.0 24.8 26.4 28.7 30.9 34.0 22.3 24.0 25.6 27.8
altezza di precipitazione Hp 19.5 20.7 22.0 23.7 18.6 19.7 20.8 22.4 26.3 28.6 30.8 33.9 20.3 21.6 23.0 24.8 26.4 28.7 30.9 34.0 22.3 24.0 25.6 27.8
coefficiente Fi Fip 0.232 0.245 0.257 0.274 0.223 0.234 0.246 0.261 0.297 0.316 0.334 0.357 0.240 0.254 0.267 0.284 0.298 0.317 0.335 0.358 0.567 0.585 0.601 0.622
portata di piena (Deidda-Piga-Sechi) Q 2.99 3.36 3.74 4.29 2.56 2.86 3.17 3.62 5.26 6.09 6.95 8.16 2.13 2.40 2.68 3.08 5.66 6.55 7.47 8.78 8.30 9.20 10.11 11.37
SINTESI
tempo di ritorno anni Tr 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500 0 0 0 0
Sirchia-Fassò mc/s Q 17.92 17.92 17.92 17.92 15.56 15.56 15.56 15.56 30.39 30.39 30.39 30.39 13.22 13.22 13.22 13.22 32.44 32.44 32.44 32.44 22.43 22.43 22.43 22.43
Sirchia-Fassò rivisto mc/s Q 8.24 9.59 10.93 12.81 7.16 8.33 9.49 11.13 13.98 16.26 18.54 21.73 6.08 7.07 8.06 9.45 14.92 17.36 19.79 23.20 10.32 12.00 13.68 16.04
Lazzari mc/s Q 1.57 2.07 2.67 3.64 1.43 1.88 2.42 3.29 3.70 4.88 6.29 8.55 1.68 2.22 2.86 3.89 3.56 4.70 6.05 8.23 1.25 1.65 2.13 2.90
Lazzari modificato mc/s Q 28.29 37.38 48.24 65.72 27.08 35.78 46.18 62.91 33.33 44.04 56.84 77.43 25.74 34.01 43.90 59.80 34.01 44.95 58.01 79.02 30.33 40.08 51.73 70.46
TCEV mc/s Q 17.16 21.07 25.04 29.90 15.65 19.08 22.12 27.01 25.36 30.96 35.88 43.61 13.74 16.87 20.10 24.11 26.50 32.48 38.24 44.96 20.35 24.89 29.02 34.85
Razionale (Piga-Liguori) mc/s Q 3.92 4.69 5.50 6.65 3.42 4.08 4.80 5.81 6.24 7.41 8.65 10.40 2.75 3.28 3.85 4.65 6.70 7.96 9.29 11.17 9.92 11.39 12.91 14.98
Razionale (TCEV) mc/s Q 2.99 3.36 3.74 4.29 2.56 2.86 3.17 3.62 5.26 6.09 6.95 8.16 2.13 2.40 2.68 3.08 5.66 6.55 7.47 8.78 8.30 9.20 10.11 11.37

u.m. simbolo B4 sez 3 B4 B4 sez 3 B4 B4 sez 3 B4 B4 sez 3 B4 B8 sez 3 B8 B8 sez 3 B8 B8 sez 3 B8 B8 sez 3 B8 D D D D
superficie kmq S 0.22 0.25 0.22 0.25 0.22 0.25 0.22 0.25 0.19 0.22 0.19 0.22 0.19 0.22 0.19 0.22 0.7 0.7 0.7 0.7
lunghezza dell'asta principale km L 0.91 1.27 0.91 1.27 0.91 1.27 0.91 1.27 0.85 1.25 0.85 1.25 0.85 1.25 0.85 1.25 13 13 13 13
pendenza dell'asta principale m/m J 0.057 0.043 0.057 0.043 0.057 0.043 0.057 0.043 0.07 0.04 0.07 0.04 0.07 0.04 0.07 0.04 0.8 0.8 0.8 0.8
Quota della sezione terminale m slm Ho 32 25 32 25 32 25 32 25 40.26 31 40.26 31 40.26 31 40.26 31 6 5 5 5
Altitudine media m slm Hm 74 67.8 74 67.8 74 67.8 74 67.8 79.08 69.93 79.08 69.93 79.08 69.93 79.08 69.93 25 25.5 25.5 25.5
Velocità media in alveo m/s V 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1.5 1.5 1.5 1.5
Curve Number CN 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 94 94 94 94
c 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
Coefficiente Sirchia-Fassò Ψ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Zona idrografica (S-F rivisto) Zi 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
Coefficiente riduttivo Pa 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
Gruppo pluviometrico (Cao-Puddu) Gc 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Zona Deidda-Piga-Sechi Zo 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Altezza media giornaliera mm Hg 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70
Esposizione (or=1, occ=0) E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
applicazione ARF ARFsn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
tempo di corrivazione (0=calcolato) ore Tcc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
estensione della pioggia prima e dopo h/h Dp 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tempo di ritorno e probabilità di non superamento
tempo di ritorno anni Tr 50 50 100 100 200 200 500 500 50 50 100 100 200 200 500 500 50 100 200 500
probabilità di non superamento annua p 0.98 0.98 0.99 0.99 0.995 0.995 0.998 0.998 0.98 0.98 0.99 0.99 0.995 0.995 0.998 0.998 0.98 0.99 0.995 0.998
frattile della distribuzione normale u 2.054 2.054 2.326 2.326 2.576 2.576 2.878 2.878 2.054 2.054 2.326 2.326 2.576 2.576 2.878 2.878 2.054 2.326 2.576 2.878
Tempo di corrivazione
Viparelli ore TcV 0.126 0.176 0.126 0.176 0.126 0.176 0.126 0.176 0.118 0.173 0.118 0.173 0.118 0.173 0.118 0.173 2.407 2.407 2.407 2.407
Giandotti ore TcG 0.625 0.746 0.625 0.746 0.625 0.746 0.625 0.746 0.602 0.746 0.602 0.746 0.602 0.746 0.602 0.746 6.552 6.307 6.307 6.307
Ventura ore TcR 0.250 0.305 0.250 0.305 0.250 0.305 0.250 0.305 0.204 0.281 0.204 0.281 0.204 0.281 0.204 0.281 0.119 0.119 0.119 0.119
Pasini ore TcP 0.265 0.354 0.265 0.354 0.265 0.354 0.265 0.354 0.218 0.332 0.218 0.332 0.218 0.332 0.218 0.332 0.252 0.252 0.252 0.252
VAPI ore TcVP 1.188 1.289 1.188 1.289 1.188 1.289 1.188 1.289 1.087 1.252 1.087 1.252 1.087 1.252 1.087 1.252 0.528 0.531 0.531 0.531
Tempo di corrivazione assunto ore Tc 0.126 0.176 0.126 0.176 0.126 0.176 0.126 0.176 0.118 0.173 0.118 0.173 0.118 0.173 0.118 0.173 0.119 0.119 0.119 0.119
Coefficiente di riduzione areale
ARF Wallingford ARFw 0.951 0.955 0.951 0.955 0.951 0.955 0.951 0.955 0.953 0.957 0.953 0.957 0.953 0.957 0.953 0.957 0.924 0.924 0.924 0.924
ARF US Weather Service ARFu 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.996 0.996 0.996 0.996
ARF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Sirchia-Fassò
portata di piena Qsf 11.83 13.26 11.83 13.26 11.83 13.26 11.83 13.26 10.16 11.60 10.16 11.60 10.16 11.60 10.16 11.60 33.30 33.30 33.30 33.30
Sirchia-Fassò rivisto
coefficiente riduttivo per il tempo di ritorno Ps 0.920 0.920 1.070 1.070 1.220 1.220 1.430 1.430 0.920 0.920 1.070 1.070 1.220 1.220 1.430 1.430 0.920 1.070 1.220 1.430
portata di piena Qsfr 5.44 6.10 6.33 7.10 7.22 8.09 8.46 9.48 4.67 5.33 5.44 6.20 6.20 7.07 7.26 8.29 15.32 17.81 20.31 23.81
Lazzari
controllo SHm 16.28 16.95 16.28 16.95 16.28 16.95 16.28 16.95 14.68 15.04 14.68 15.04 14.68 15.04 14.68 15.04 17.50 17.85 17.85 17.85
applicabilità Lazzari / TCEV NO NO NO NO NO NO NO NO NO #NOME? NO NO NO NO NO NO NO NO NO NO
media mu -0.877 -0.864 -0.877 -0.864 -0.877 -0.864 -0.877 -0.864 -0.911 -0.903 -0.911 -0.903 -0.911 -0.903 -0.911 -0.903 -0.854 -0.847 -0.847 -0.847
scarto sigma 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441
portata di piena Ql 1.07 1.10 1.41 1.45 1.82 1.87 2.47 2.55 0.99 1.01 1.31 1.33 1.68 1.71 2.29 2.33 1.13 1.51 1.95 2.65
Lazzari modificato
media muM 1.114 1.149 1.114 1.149 1.114 1.149 1.114 1.149 1.067 1.108 1.067 1.108 1.067 1.108 1.067 1.108 1.435 1.435 1.435 1.435
scarto sigmaM 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022
portata di piena Qlm 24.87 25.77 32.86 34.05 42.41 43.94 57.78 59.86 23.72 24.72 31.35 32.66 40.46 42.15 55.11 57.42 34.29 45.31 58.47 79.65
TCEV
T1 T1 0.665 0.723 0.665 0.723 0.665 0.723 0.665 0.723 0.596 0.656 0.596 0.656 0.596 0.656 0.596 0.656 1.404 1.404 1.404 1.404
L1 L1 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571
T2 T2 3.917 4.254 3.917 4.254 3.917 4.254 3.917 4.254 3.510 3.861 3.510 3.861 3.510 3.861 3.510 3.861 8.267 8.267 8.267 8.267
L2 L2 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510
portata di piena Qtcev 12.82 13.77 15.69 16.90 18.34 20.15 21.90 24.19 11.42 12.65 13.81 15.46 16.56 17.98 20.06 21.69 26.93 33.04 39.09 46.30
Razionale (Piga-Liguori)
Coefficienti Piga-Liguori A 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048
B 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598
C 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212
D 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093
Curve Number ss 7.85567 7.85567 7.85567 7.85567 7.85567 7.85567 7.85567 7.85567 7.85567 7.85567 7.85567 7.85567 7.85567 7.85567 7.85567 7.85567 16.21277 16.212766 16.212766 16.21277
altezza di precipitazione precedente Hc1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hc2 21.1 24.4 23.3 27.0 25.5 29.5 28.4 33.0 20.5 24.2 22.6 26.8 24.8 29.3 27.6 32.7 20.6 22.7 24.8 27.6
altezza di precipitazione critica Hc 21.1 24.4 23.3 27.0 25.5 29.5 28.4 33.0 20.5 24.2 22.6 26.8 24.8 29.3 27.6 32.7 20.6 22.7 24.8 27.6
coefficiente Fi Fic 0.722 0.750 0.741 0.769 0.758 0.785 0.778 0.803 0.716 0.749 0.736 0.767 0.753 0.783 0.773 0.802 0.546 0.571 0.593 0.620
portata di piena (Piga-Liguori) Qrpl 7.37 7.22 8.35 8.16 9.35 9.12 10.69 10.42 6.40 6.26 7.25 7.08 8.12 7.92 9.29 9.04 18.37 21.19 24.09 28.06
Razionale (TCEV)
Deidda-Piga-Sechi Hd 10.468 11.902 10.468 11.902 10.468 11.902 10.468 11.902 10.206 11.818 10.206 11.818 10.206 11.818 10.206 11.818 10.221 10.221 10.221 10.221
Hd1 10.468 11.902 10.468 11.902 10.468 11.902 10.468 11.902 10.206 11.818 10.206 11.818 10.206 11.818 10.206 11.818 10.221 10.221 10.221 10.221
aa 2.288 2.288 2.616 2.616 2.944 2.944 3.377 3.377 2.288 2.288 2.616 2.616 2.944 2.944 3.377 3.377 2.288 2.616 2.944 3.377
durate superiori all'ora nns -0.001 -0.001 -0.003 -0.003 -0.004 -0.004 -0.006 -0.006 -0.001 -0.001 -0.003 -0.003 -0.004 -0.004 -0.006 -0.006 -0.001 -0.003 -0.004 -0.006
durate inferiori all'ora nni 0.1381 0.1381 0.1755 0.1755 0.2068 0.2068 0.2388 0.2388 0.1381 0.1381 0.1755 0.1755 0.2068 0.2068 0.2388 0.2388 0.1381 0.1755 0.2068 0.2388
nn 0.1381 0.1381 0.1755 0.1755 0.2068 0.2068 0.2388 0.2388 0.1381 0.1381 0.1755 0.1755 0.2068 0.2068 0.2388 0.2388 0.1381 0.1755 0.2068 0.2388
altezza di precipitazione precedente Hp1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hp2 18.0 21.4 19.0 23.0 20.1 24.5 21.6 26.6 17.4 21.2 18.4 22.7 19.3 24.2 20.7 26.3 17.4 18.4 19.4 20.8
altezza di precipitazione Hp 18.0 21.4 19.0 23.0 20.1 24.5 21.6 26.6 17.4 21.2 18.4 22.7 19.3 24.2 20.7 26.3 17.4 18.4 19.4 20.8
coefficiente Fi Fip 0.688 0.725 0.700 0.739 0.712 0.751 0.726 0.766 0.681 0.723 0.692 0.737 0.703 0.749 0.718 0.764 0.503 0.517 0.531 0.548
portata di piena (Deidda-Piga-Sechi) Q 5.99 6.12 6.45 6.68 6.91 7.23 7.57 8.01 5.15 5.29 5.54 5.78 5.92 6.25 6.47 6.92 14.36 15.58 16.82 18.63
SINTESI
tempo di ritorno anni Tr 50 50 100 100 200 200 500 500 50 50 100 100 200 200 500 500 50 100 200 500
Sirchia-Fassò mc/s Q 11.83 13.26 11.83 13.26 11.83 13.26 11.83 13.26 10.16 11.60 10.16 11.60 10.16 11.60 10.16 11.60 33.30 33.30 33.30 33.30
Sirchia-Fassò rivisto mc/s Q 5.44 6.10 6.33 7.10 7.22 8.09 8.46 9.48 4.67 5.33 5.44 6.20 6.20 7.07 7.26 8.29 15.32 17.81 20.31 23.81
Lazzari mc/s Q 1.07 1.10 1.41 1.45 1.82 1.87 2.47 2.55 0.99 1.01 1.31 1.33 1.68 1.71 2.29 2.33 1.13 1.51 1.95 2.65
Lazzari modificato mc/s Q 24.87 25.77 32.86 34.05 42.41 43.94 57.78 59.86 23.72 24.72 31.35 32.66 40.46 42.15 55.11 57.42 34.29 45.31 58.47 79.65
TCEV mc/s Q 12.82 13.77 15.69 16.90 18.34 20.15 21.90 24.19 11.42 12.65 13.81 15.46 16.56 17.98 20.06 21.69 26.93 33.04 39.09 46.30
Razionale (Piga-Liguori) mc/s Q 7.37 7.22 8.35 8.16 9.35 9.12 10.69 10.42 6.40 6.26 7.25 7.08 8.12 7.92 9.29 9.04 18.37 21.19 24.09 28.06
Razionale (TCEV) mc/s Q 5.99 6.12 6.45 6.68 6.91 7.23 7.57 8.01 5.15 5.29 5.54 5.78 5.92 6.25 6.47 6.92 14.36 15.58 16.82 18.63

u.m. simbolo Tk 1 s.1.45 Tk 1 s.1.45 Tk 1 s.1.45 Tk 1 s.1.45 Tk1 tot Tk1 tot Tk1 tot Tk1 tot Tk2 Tk2 Tk2 Tk2 Tk3 Tk3 Tk3 Tk3 Tk4 Tk4 Tk4 Tk4
superficie kmq S 0.055 0.055 0.055 0.055 0.081 0.081 0.081 0.081 0.186 0.186 0.186 0.186 0.035 0.035 0.035 0.035 0.081 0.081 0.081 0.081
lunghezza dell'asta principale km L 0.274 0.274 0.274 0.274 0.566 0.566 0.566 0.566 0.733 0.733 0.733 0.733 0.517 0.517 0.517 0.517 0.632 0.632 0.632 0.632
pendenza dell'asta principale m/m J 0.05 0.05 0.05 0.05 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.07 0.07 0.07 0.07 0.08 0.08 0.08 0.08
Quota della sezione terminale m slm Ho 2.33 2.33 2.33 2.33 1.37 1.37 1.37 1.37 2.33 2.33 2.33 2.33 2.18 2.18 2.18 2.18 1.84 1.84 1.84 1.84
Altitudine media m slm Hm 19.69 19.69 19.69 19.69 18.73 18.73 18.73 18.73 21.90 21.90 21.90 21.90 42.18 42.18 42.18 42.18 51.84 51.84 51.84 51.84
Velocità media in alveo m/s V 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Curve Number CN 94 94 94 94 95 95 95 95 95 95 95 95 94 94 94 94 94 94 94 94
c 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
Coefficiente Sirchia-Fassò Ψ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Zona idrografica (S-F rivisto) Zi 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
Coefficiente riduttivo Pa 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
Gruppo pluviometrico (Cao-Puddu) Gc 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Zona Deidda-Piga-Sechi Zo 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Altezza media giornaliera mm Hg 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70
Esposizione (or=1, occ=0) E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
applicazione ARF ARFsn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
tempo di corrivazione (0=calcolato) ore Tcc 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
estensione della pioggia prima e dopo h/h Dp 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tempo di ritorno e probabilità di non superamento
tempo di ritorno anni Tr 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500
probabilità di non superamento annua p 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998
frattile della distribuzione normale u 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878
Tempo di corrivazione
Viparelli ore TcV 0.025 0.025 0.025 0.025 0.052 0.052 0.052 0.052 0.068 0.068 0.068 0.068 0.048 0.048 0.048 0.048 0.059 0.059 0.059 0.059
Giandotti ore TcG 0.404 0.404 0.404 0.404 0.595 0.595 0.595 0.595 0.798 0.798 0.798 0.798 0.302 0.302 0.302 0.302 0.369 0.369 0.369 0.369
Ventura ore TcR 0.127 0.127 0.127 0.127 0.214 0.214 0.214 0.214 0.357 0.357 0.357 0.357 0.088 0.088 0.088 0.088 0.131 0.131 0.131 0.131
Pasini ore TcP 0.114 0.114 0.114 0.114 0.230 0.230 0.230 0.230 0.362 0.362 0.362 0.362 0.105 0.105 0.105 0.105 0.145 0.145 0.145 0.145
VAPI ore TcVP 0.593 0.593 0.593 0.593 0.774 0.774 0.774 0.774 1.037 1.037 1.037 1.037 0.615 0.615 0.615 0.615 0.781 0.781 0.781 0.781
Tempo di corrivazione assunto ore Tc 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200
Coefficiente di riduzione areale
ARF Wallingford ARFw 0.975 0.975 0.975 0.975 0.971 0.971 0.971 0.971 0.961 0.961 0.961 0.961 0.979 0.979 0.979 0.979 0.971 0.971 0.971 0.971
ARF US Weather Service ARFu 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.999 0.999 0.999 0.999 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
ARF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Sirchia-Fassò
portata di piena Qsf 3.40 3.40 3.40 3.40 4.82 4.82 4.82 4.82 10.18 10.18 10.18 10.18 2.30 2.30 2.30 2.30 4.84 4.84 4.84 4.84
Sirchia-Fassò rivisto
coefficiente riduttivo per il tempo di ritorno Ps 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430
portata di piena Qsfr 1.57 1.82 2.08 2.43 2.22 2.58 2.94 3.44 4.68 5.45 6.21 7.28 1.06 1.23 1.41 1.65 2.23 2.59 2.95 3.46
Lazzari
controllo SHm 1.08 1.08 1.08 1.08 1.51 1.51 1.51 1.51 4.07 4.07 4.07 4.07 1.49 1.49 1.49 1.49 4.20 4.20 4.20 4.20
applicabilità Lazzari / TCEV NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO
media mu -1.758 -1.758 -1.758 -1.758 -1.648 -1.648 -1.648 -1.648 -1.326 -1.326 -1.326 -1.326 -1.652 -1.652 -1.652 -1.652 -1.316 -1.316 -1.316 -1.316
scarto sigma 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441
portata di piena Ql 0.14 0.19 0.24 0.33 0.18 0.24 0.31 0.42 0.38 0.50 0.65 0.88 0.18 0.24 0.31 0.42 0.39 0.51 0.66 0.90
Lazzari modificato
media muM 0.727 0.727 0.727 0.727 0.835 0.835 0.835 0.835 1.067 1.067 1.067 1.067 0.606 0.606 0.606 0.606 0.837 0.837 0.837 0.837
scarto sigmaM 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022
portata di piena Qlm 16.90 22.33 28.81 39.25 18.82 24.87 32.09 43.71 23.74 31.37 40.48 55.15 14.97 19.78 25.53 34.78 18.85 24.91 32.15 43.79
TCEV
T1 T1 0.271 0.271 0.271 0.271 0.348 0.348 0.348 0.348 0.597 0.597 0.597 0.597 0.204 0.204 0.204 0.204 0.349 0.349 0.349 0.349
L1 L1 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571
T2 T2 1.594 1.594 1.594 1.594 2.048 2.048 2.048 2.048 3.515 3.515 3.515 3.515 1.203 1.203 1.203 1.203 2.056 2.056 2.056 2.056
L2 L2 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510
portata di piena Qtcev 5.19 6.37 7.54 8.92 6.66 8.17 9.70 11.55 11.44 13.83 16.58 20.09 3.94 4.82 5.62 6.74 6.68 8.20 9.74 11.61
Razionale (Piga-Liguori)
Coefficienti Piga-Liguori A 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048
B 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598
C 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212
D 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093
Curve Number ss 16.21276596 16.21276596 16.21276596 16.21276596 13.36842105 13.36842105 13.36842105 13.36842105 13.36842105 13.36842105 13.36842105 13.36842105 16.21276596 16.21276596 16.21276596 16.21276596 16.21276596 16.21276596 16.21276596 16.21276596
altezza di precipitazione precedente Hc1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hc2 25.8 28.5 31.2 34.8 25.8 28.5 31.2 34.8 25.8 28.5 31.2 34.8 25.8 28.5 31.2 34.8 25.8 28.5 31.2 34.8
altezza di precipitazione critica Hc 25.8 28.5 31.2 34.8 25.8 28.5 31.2 34.8 25.8 28.5 31.2 34.8 25.8 28.5 31.2 34.8 25.8 28.5 31.2 34.8
coefficiente Fi Fic 0.603 0.627 0.649 0.674 0.649 0.672 0.692 0.716 0.649 0.672 0.692 0.716 0.603 0.627 0.649 0.674 0.603 0.627 0.649 0.674
portata di piena (Piga-Liguori) Qrpl 1.18 1.36 1.54 1.78 1.87 2.14 2.42 2.79 4.33 4.95 5.58 6.44 0.76 0.88 0.99 1.15 1.75 2.01 2.28 2.64
Razionale (TCEV)
Deidda-Piga-Sechi Hd 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492
Hd1 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492 12.492
aa 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377
durate superiori all'ora nns -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006
durate inferiori all'ora nni 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388
nn 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388
altezza di precipitazione precedente Hp1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hp2 22.9 24.6 26.4 28.7 22.9 24.6 26.4 28.7 22.9 24.6 26.4 28.7 22.9 24.6 26.4 28.7 22.9 24.6 26.4 28.7
altezza di precipitazione Hp 22.9 24.6 26.4 28.7 22.9 24.6 26.4 28.7 22.9 24.6 26.4 28.7 22.9 24.6 26.4 28.7 22.9 24.6 26.4 28.7
coefficiente Fi Fip 0.573 0.592 0.608 0.629 0.621 0.639 0.654 0.674 0.621 0.639 0.654 0.674 0.573 0.592 0.608 0.629 0.573 0.592 0.608 0.629
portata di piena (Deidda-Piga-Sechi) Q 1.00 1.11 1.22 1.37 1.59 1.76 1.93 2.16 3.67 4.06 4.46 5.00 0.64 0.71 0.79 0.89 1.48 1.64 1.80 2.03
SINTESI
tempo di ritorno anni Tr 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500
Sirchia-Fassò mc/s Q 3.40 3.40 3.40 3.40 4.82 4.82 4.82 4.82 10.18 10.18 10.18 10.18 2.30 2.30 2.30 2.30 4.84 4.84 4.84 4.84
Sirchia-Fassò rivisto mc/s Q 1.57 1.82 2.08 2.43 2.22 2.58 2.94 3.44 4.68 5.45 6.21 7.28 1.06 1.23 1.41 1.65 2.23 2.59 2.95 3.46
Lazzari mc/s Q 0.14 0.19 0.24 0.33 0.18 0.24 0.31 0.42 0.38 0.50 0.65 0.88 0.18 0.24 0.31 0.42 0.39 0.51 0.66 0.90
Lazzari modificato mc/s Q 16.90 22.33 28.81 39.25 18.82 24.87 32.09 43.71 23.74 31.37 40.48 55.15 14.97 19.78 25.53 34.78 18.85 24.91 32.15 43.79
TCEV mc/s Q 5.19 6.37 7.54 8.92 6.66 8.17 9.70 11.55 11.44 13.83 16.58 20.09 3.94 4.82 5.62 6.74 6.68 8.20 9.74 11.61
Razionale (Piga-Liguori) mc/s Q 1.18 1.36 1.54 1.78 1.87 2.14 2.42 2.79 4.33 4.95 5.58 6.44 0.76 0.88 0.99 1.15 1.75 2.01 2.28 2.64
Razionale (TCEV) mc/s Q 1.00 1.11 1.22 1.37 1.59 1.76 1.93 2.16 3.67 4.06 4.46 5.00 0.64 0.71 0.79 0.89 1.48 1.64 1.80 2.03

u.m. simbolo E E E E I I I I H1 H1 H1 H1 H2 H2 H2 H2 Q Q Q Q
superficie kmq S 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.25 0.25 0.25 0.25 0.42 0.42 0.42 0.42 0.13 0.13 0.13 0.13
lunghezza dell'asta principale km L 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.73 0.73 0.73 0.73 0.93 0.93 0.93 0.93 0.75 0.75 0.75 0.75
pendenza dell'asta principale m/m J 0.126 0.126 0.126 0.126 0.126 0.126 0.126 0.126 0.1635 0.1635 0.1635 0.1635 0.076 0.076 0.076 0.076 0.098 0.098 0.098 0.098
Quota della sezione terminale m slm Ho 16 16 16 16 16 16 16 16 20 20 20 20 4 4 4 4 7 7 7 7
Altitudine media m slm Hm 46 46 46 46 46 46 46 46 80 80 80 80 72 72 72 72 66 66 66 66
Velocità media in alveo m/s V 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Curve Number CN 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94
c 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
Coefficiente Sirchia-Fassò Ψ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Zona idrografica (S-F rivisto) Zi 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11
Coefficiente riduttivo Pa 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
Gruppo pluviometrico (Cao-Puddu) Gc 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Zona Deidda-Piga-Sechi Zo 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Altezza media giornaliera mm Hg 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70
Esposizione (or=1, occ=0) E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
applicazione ARF ARFsn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
tempo di corrivazione (0=calcolato) ore Tcc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
estensione della pioggia prima e dopo h/h Dp 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tempo di ritorno e probabilità di non superamento
tempo di ritorno anni Tr 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500
probabilità di non superamento annua p 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998 0.98 0.99 0.995 0.998
frattile della distribuzione normale u 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878 2.054 2.326 2.576 2.878
Tempo di corrivazione
Viparelli ore TcV 0.079 0.079 0.079 0.079 0.079 0.079 0.079 0.079 0.101 0.101 0.101 0.101 0.129 0.129 0.129 0.129 0.104 0.104 0.104 0.104
Giandotti ore TcG 0.549 0.549 0.549 0.549 0.549 0.549 0.549 0.549 0.499 0.499 0.499 0.499 0.604 0.604 0.604 0.604 0.418 0.418 0.418 0.418
Ventura ore TcR 0.139 0.139 0.139 0.139 0.139 0.139 0.139 0.139 0.157 0.157 0.157 0.157 0.299 0.299 0.299 0.299 0.146 0.146 0.146 0.146
Pasini ore TcP 0.134 0.134 0.134 0.134 0.134 0.134 0.134 0.134 0.152 0.152 0.152 0.152 0.286 0.286 0.286 0.286 0.159 0.159 0.159 0.159
VAPI ore TcVP 0.753 0.753 0.753 0.753 0.753 0.753 0.753 0.753 0.922 0.922 0.922 0.922 1.258 1.258 1.258 1.258 0.869 0.869 0.869 0.869
Tempo di corrivazione assunto ore Tc 0.079 0.079 0.079 0.079 0.079 0.079 0.079 0.079 0.101 0.101 0.101 0.101 0.129 0.129 0.129 0.129 0.104 0.104 0.104 0.104
Coefficiente di riduzione areale
ARF Wallingford ARFw 0.950 0.950 0.950 0.950 0.950 0.950 0.950 0.950 0.945 0.945 0.945 0.945 0.939 0.939 0.939 0.939 0.957 0.957 0.957 0.957
ARF US Weather Service ARFu 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.999 0.998 0.998 0.998 0.998 0.999 0.999 0.999 0.999
ARF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Sirchia-Fassò
portata di piena Qsf 8.40 8.40 8.40 8.40 8.40 8.40 8.40 8.40 13.26 13.26 13.26 13.26 21.09 21.09 21.09 21.09 7.39 7.39 7.39 7.39
Sirchia-Fassò rivisto
coefficiente riduttivo per il tempo di ritorno Ps 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430 0.920 1.070 1.220 1.430
portata di piena Qsfr 3.86 4.49 5.12 6.01 3.86 4.49 5.12 6.01 6.10 7.10 8.09 9.48 9.70 11.28 12.86 15.08 3.40 3.95 4.51 5.28
Lazzari
controllo SHm 6.90 6.90 6.90 6.90 6.90 6.90 6.90 6.90 20.00 20.00 20.00 20.00 30.24 30.24 30.24 30.24 8.58 8.58 8.58 8.58
applicabilità Lazzari / TCEV NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO
media mu -1.155 -1.155 -1.155 -1.155 -1.155 -1.155 -1.155 -1.155 -0.810 -0.810 -0.810 -0.810 -0.676 -0.676 -0.676 -0.676 -1.085 -1.085 -1.085 -1.085
scarto sigma 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441 0.441
portata di piena Ql 0.56 0.74 0.96 1.30 0.56 0.74 0.96 1.30 1.25 1.65 2.12 2.88 1.70 2.24 2.89 3.92 0.66 0.87 1.13 1.53
Lazzari modificato
media muM 1.008 1.008 1.008 1.008 1.008 1.008 1.008 1.008 1.149 1.149 1.149 1.149 1.293 1.293 1.293 1.293 0.968 0.968 0.968 0.968
scarto sigmaM 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022 1.022
portata di piena Qlm 22.36 29.55 38.14 51.95 22.36 29.55 38.14 51.95 25.77 34.05 43.94 59.86 29.76 39.32 50.75 69.13 21.49 28.40 36.65 49.93
TCEV
T1 T1 0.520 0.520 0.520 0.520 0.520 0.520 0.520 0.520 0.723 0.723 0.723 0.723 1.010 1.010 1.010 1.010 0.474 0.474 0.474 0.474
L1 L1 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571 4.571
T2 T2 3.060 3.060 3.060 3.060 3.060 3.060 3.060 3.060 4.254 4.254 4.254 4.254 5.946 5.946 5.946 5.946 2.790 2.790 2.790 2.790
L2 L2 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510
portata di piena Qtcev 10.02 12.25 14.26 17.18 10.02 12.25 14.26 17.18 13.77 16.90 20.15 24.19 19.48 23.69 27.68 33.75 9.09 10.96 13.15 15.94
Razionale (Piga-Liguori)
Coefficienti Piga-Liguori A 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048 1.379048
B 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598 0.164598
C 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212 0.418212
D 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093 0.009093
Curve Number ss 16.21277 16.21276596 16.21277 16.21277 16.21277 16.21277 16.21277 16.21277 16.21277 16.21277 16.21277 16.21277 16.21277 16.21277 16.21277 16.21277 16.21277 16.212766 16.212766 16.21277
altezza di precipitazione precedente Hc1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hc2 17.2 19.0 20.7 23.1 17.2 19.0 20.7 23.1 19.2 21.1 23.1 25.8 21.3 23.5 25.7 28.7 19.4 21.4 23.4 26.1
altezza di precipitazione critica Hc 17.2 19.0 20.7 23.1 17.2 19.0 20.7 23.1 19.2 21.1 23.1 25.8 21.3 23.5 25.7 28.7 19.4 21.4 23.4 26.1
coefficiente Fi Fic 0.500 0.525 0.548 0.576 0.500 0.525 0.548 0.576 0.528 0.553 0.576 0.603 0.555 0.580 0.603 0.629 0.531 0.556 0.579 0.606
portata di piena (Piga-Liguori) Qrpl 4.53 5.24 5.98 6.99 4.53 5.24 5.98 6.99 6.94 8.01 9.12 10.64 10.69 12.33 14.00 16.30 3.57 4.13 4.70 5.48
Razionale (TCEV)
Deidda-Piga-Sechi Hd 8.741 8.741 8.741 8.741 8.741 8.741 8.741 8.741 9.615 9.615 9.615 9.615 10.556 10.556 10.556 10.556 9.716 9.716 9.716 9.716
Hd1 8.741 8.741 8.741 8.741 8.741 8.741 8.741 8.741 9.615 9.615 9.615 9.615 10.556 10.556 10.556 10.556 9.716 9.716 9.716 9.716
aa 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377 2.288 2.616 2.944 3.377
durate superiori all'ora nns -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006 -0.001 -0.003 -0.004 -0.006
durate inferiori all'ora nni 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388
nn 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388 0.1381 0.1755 0.2068 0.2388
altezza di precipitazione precedente Hp1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
altezza di precipitazione complessiva Hp2 14.1 14.7 15.2 16.1 14.1 14.7 15.2 16.1 16.0 16.8 17.6 18.8 18.2 19.3 20.4 21.9 16.3 17.1 17.9 19.1
altezza di precipitazione Hp 14.1 14.7 15.2 16.1 14.1 14.7 15.2 16.1 16.0 16.8 17.6 18.8 18.2 19.3 20.4 21.9 16.3 17.1 17.9 19.1
coefficiente Fi Fip 0.448 0.458 0.468 0.483 0.448 0.458 0.468 0.483 0.482 0.494 0.506 0.523 0.515 0.530 0.543 0.562 0.486 0.498 0.511 0.527
portata di piena (Deidda-Piga-Sechi) Q 3.32 3.53 3.75 4.09 3.32 3.53 3.75 4.09 5.29 5.70 6.12 6.73 8.46 9.22 9.99 11.10 2.74 2.95 3.17 3.50
SINTESI
tempo di ritorno anni Tr 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500 50 100 200 500
Sirchia-Fassò mc/s Q 8.40 8.40 8.40 8.40 8.40 8.40 8.40 8.40 13.26 13.26 13.26 13.26 21.09 21.09 21.09 21.09 7.39 7.39 7.39 7.39
Sirchia-Fassò rivisto mc/s Q 3.86 4.49 5.12 6.01 3.86 4.49 5.12 6.01 6.10 7.10 8.09 9.48 9.70 11.28 12.86 15.08 3.40 3.95 4.51 5.28
Lazzari mc/s Q 0.56 0.74 0.96 1.30 0.56 0.74 0.96 1.30 1.25 1.65 2.12 2.88 1.70 2.24 2.89 3.92 0.66 0.87 1.13 1.53
Lazzari modificato mc/s Q 22.36 29.55 38.14 51.95 22.36 29.55 38.14 51.95 25.77 34.05 43.94 59.86 29.76 39.32 50.75 69.13 21.49 28.40 36.65 49.93
TCEV mc/s Q 10.02 12.25 14.26 17.18 10.02 12.25 14.26 17.18 13.77 16.90 20.15 24.19 19.48 23.69 27.68 33.75 9.09 10.96 13.15 15.94
Razionale (Piga-Liguori) mc/s Q 4.53 5.24 5.98 6.99 4.53 5.24 5.98 6.99 6.94 8.01 9.12 10.64 10.69 12.33 14.00 16.30 3.57 4.13 4.70 5.48
Razionale (TCEV) mc/s Q 3.32 3.53 3.75 4.09 3.32 3.53 3.75 4.09 5.29 5.70 6.12 6.73 8.46 9.22 9.99 11.10 2.74 2.95 3.17 3.50

Corso d'acqua Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Top Width Numero
Bacino (anni) (mc/s) (m) (m) (m) (m/m) (m/s) (m) di Froude
Foxi 1a 37 50 102 138.22 139.85 139.94 0.015015 3.67 25.5 1.12
Foxi 1a 37 100 127 138.22 140.02 140.14 0.015003 3.93 26.84 1.14
Foxi 1a 37 200 152 138.22 140.18 140.32 0.015023 4.16 27.72 1.16
Foxi 1a 37 500 186 138.22 140.36 140.54 0.01503 4.45 28.76 1.18
Foxi 1a 36 50 102 117.42 119 119 0.012102 3.28 28.74 1.01
Foxi 1a 36 100 127 117.42 118.19 119.18 0.5699 12.84 21.38 6.03
Foxi 1a 36 200 152 117.42 119.41 119.41 0.011486 3.47 35.83 1
Foxi 1a 36 500 186 117.42 118.35 119.6 0.500727 13.69 24.18 5.83
Foxi 1a 35 50 102 104.08 105.32 106.43 0.280215 11.35 13.44 4.43
Foxi 1a 35 100 127 104.08 106.19 106.68 0.029739 5.52 18.73 1.59
Foxi 1a 35 200 152 104.08 105.58 106.89 0.228782 11.93 15.14 4.15
Foxi 1a 35 500 186 104.08 106.53 107.15 0.031395 6.26 20.81 1.67
Foxi 1a 34 50 102 90.31 91.75 92.03 0.03155 4.4 28.47 1.56
Foxi 1a 34 100 127 90.31 91.52 92.21 0.124223 7.47 26.42 2.97
Foxi 1a 34 200 152 90.31 91.95 92.37 0.034635 5.22 29.6 1.68
Foxi 1a 34 500 186 90.31 91.73 92.58 0.111442 8.19 28.33 2.92
Foxi 1a 33 50 102 80.2 82.25 82.59 0.035415 4.75 25.33 1.65
Foxi 1a 33 100 127 80.2 82.62 82.78 0.017438 4.07 27.08 1.21
Foxi 1a 33 200 152 80.2 82.52 82.95 0.032588 5.31 26.66 1.64
Foxi 1a 33 500 186 80.2 82.91 83.17 0.018463 4.73 28.37 1.28
Foxi 1a 32 50 102 74.23 75.92 76.04 0.015729 3.98 21.35 1.16
Foxi 1a 32 100 127 74.23 75.88 76.26 0.026835 5.12 21.21 1.51
Foxi 1a 32 200 152 74.23 76.25 76.47 0.016445 4.61 22.6 1.22
Foxi 1a 32 500 186 74.23 76.25 76.73 0.024464 5.63 22.61 1.49
Foxi 1a 31 50 102 65.76 67.67 68.1 0.048164 5.12 26.27 1.88
Foxi 1a 31 100 127 65.76 67.99 68.36 0.027254 4.39 31.47 1.46
Foxi 1a 31 200 152 65.76 67.93 68.52 0.045996 5.61 30.2 1.89
Foxi 1a 31 500 186 65.76 68.32 68.67 0.031583 4.52 48.03 1.56
Foxi 1a 30 50 102 62.36 63.64 63.64 0.013306 2.75 48.65 1
Foxi 1a 30 100 127 62.36 63.77 63.77 0.012676 2.93 49.69 1
Foxi 1a 30 200 152 62.36 63.88 63.88 0.012243 3.09 50.69 1
Foxi 1a 30 500 186 62.36 64.03 64.03 0.011762 3.28 51.78 1
Foxi 1a 29 50 102 56.79 58.85 59.07 0.020841 3.93 27.42 1.29
Foxi 1a 29 100 127 56.79 59.02 59.27 0.021449 4.11 31.27 1.32
Foxi 1a 29 200 152 56.79 59.17 59.45 0.021946 4.24 35.22 1.34
Foxi 1a 29 500 186 56.79 59.33 59.64 0.02253 4.45 38.96 1.37
Foxi 1a 28 50 102 52.3 54.17 54.17 0.012922 2.92 40.4 1
Foxi 1a 28 100 127 52.3 54.31 54.31 0.012516 3.11 41.88 1.01
Foxi 1a 28 200 152 52.3 54.45 54.45 0.012099 3.26 43.47 1.01
Foxi 1a 28 500 186 52.3 54.61 54.61 0.011886 3.45 45.55 1.01
Foxi 1a 27 50 102 48.7 50.87 50.93 0.01425 3.5 27.46 1.08
Foxi 1a 27 100 127 48.7 51.08 51.17 0.014321 3.58 32.51 1.09
Foxi 1a 27 200 152 48.7 51.23 51.32 0.014558 3.75 34.95 1.11
Foxi 1a 27 500 186 48.7 51.4 51.53 0.014424 4 36.16 1.13
Foxi 1a 26 50 102 44.83 46.57 46.69 0.016177 3.82 24.27 1.16
Foxi 1a 26 100 127 44.83 46.74 46.89 0.015722 4.09 24.89 1.17
Foxi 1a 26 200 152 44.83 46.92 47.07 0.015092 4.29 25.5 1.16
Foxi 1a 26 500 186 44.83 47.12 47.37 0.014747 4.56 26.28 1.17
Foxi 1a 25 50 102 40.63 42.87 42.73 0.00843 3.34 20.44 0.87
Foxi 1a 25 100 127 40.63 43.07 42.96 0.00881 3.64 21.01 0.9
Foxi 1a 25 200 152 40.63 43.28 43.17 0.008879 3.87 21.67 0.92
Foxi 1a 25 500 186 40.63 43.43 43.44 0.010587 4.38 22.14 1.01
Foxi 1a 24 50 102 37.48 40.22 40.22 0.011852 3.41 25.34 1

Corso d'acqua Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Top Width Numero
Bacino (anni) (mc/s) (m) (m) (m) (m/m) (m/s) (m) di Froude
Foxi 1a 24 100 127 37.48 40.46 40.46 0.011591 3.48 29.6 1
Foxi 1a 24 200 152 37.48 40.72 40.72 0.011849 3.36 39.58 1
Foxi 1a 24 500 186 37.48 40.91 40.91 0.000682 0.86 185.1 0.24
Foxi 1a 23 50 102 35.7 37.31 37.57 0.021923 4.44 20.78 1.35
Foxi 1a 23 100 127 35.7 37.5 37.87 0.021315 4.72 21.73 1.35
Foxi 1a 23 200 152 35.7 37.7 38.09 0.019662 4.84 22.95 1.32
Foxi 1a 23 500 186 35.7 37.39 38.09 0.059777 7.57 21.18 2.24
Foxi 1a 22 50 102 31.68 34.48 34.48 0.012152 3.3 27.93 1
Foxi 1a 22 100 127 31.68 34.67 34.67 0.011689 3.5 29.16 1
Foxi 1a 22 200 152 31.68 34.84 34.84 0.011443 3.67 30.46 1
Foxi 1a 22 500 186 31.68 35.07 35.07 0.011017 3.81 32.92 1
Foxi 1a 21 50 102 29.02 31.59 31.7 0.011429 3.78 18.01 0.99
Foxi 1a 21 100 127 29.02 31.76 31.98 0.011849 4.08 38.94 1.02
Foxi 1a 21 200 152 29.02 31.91 32.18 0.012098 4.34 40.81 1.04
Foxi 1a 21 500 186 29.02 32.07 32.44 0.012672 4.67 50.38 1.08
Foxi 1a 20.5 50 102.76 27.51 29.94 29.47 0.005082 1.81 66.76 0.63
Foxi 1a 20.5 100 127.39 27.51 29.34 29.64 0.028397 4.35 33.44 1.48
Foxi 1a 20.5 200 152.64 27.51 29.47 29.88 0.028558 4.5 37.03 1.5
Foxi 1a 20.5 500 186.74 27.51 29.62 30.03 0.027743 4.68 40.26 1.5
Foxi 1b 20 50 102.76 26.33 29.18 29.15 0.01084 3.41 32.27 0.96
Foxi 1b 20 100 127.39 26.33 29.57 29.57 0.006076 2.91 74.54 0.74
Foxi 1b 20 200 152.64 26.33 29.7 29.7 0.006088 3.04 75.22 0.75
Foxi 1b 20 500 186.74 26.33 29.84 29.84 0.006324 3.24 75.9 0.78
Foxi 1b 19 50 102.76 23.73 26.33 26.33 0.011362 3.71 19.74 1
Foxi 1b 19 100 127.39 23.73 26.28 26.83 0.019186 4.79 19.13 1.3
Foxi 1b 19 200 152.64 23.73 26.69 26.96 0.021115 4.09 43.88 1.31
Foxi 1b 19 500 186.74 23.73 26.9 27.02 0.02005 4.01 53 1.28
Foxi 1b 18 50 102.76 22.42 24.51 24.77 0.019364 4.63 16.9 1.29
Foxi 1b 18 100 127.39 22.42 24.91 25.03 0.01321 4.35 18.19 1.1
Foxi 1b 18 200 152.64 22.42 25.27 25.27 0.010653 4.23 19.81 1
Foxi 1b 18 500 186.74 22.42 25.68 25.68 0.010685 4.12 26.2 1
Foxi 1c 17.5 50 103.78 21.26 24.24 24.14 0.009626 2.35 72.35 0.85
Foxi 1c 17.5 100 128.6 21.26 24.03 24.3 0.028875 3.9 44.94 1.45
Foxi 1c 17.5 200 154.05 21.26 24.03 24.45 0.041703 4.68 44.84 1.74
Foxi 1c 17.5 500 188.39 21.26 24.12 24.6 0.049009 5.07 53.65 1.89
Foxi 1c 17 50 103.78 20.66 23.86 23.69 0.007804 2.57 38.15 0.8
Foxi 1c 17 100 128.6 20.66 23.94 23.85 0.009473 2.94 38.9 0.89
Foxi 1c 17 200 154.05 20.66 24 23.99 0.011781 3.36 39.37 0.99
Foxi 1c 17 500 188.39 20.66 24.18 24.18 0.011504 3.54 41.53 1
Foxi 1d 16.5 50 121.47 20.44 22.83 23.49 0.101872 7.88 18.35 2.74
Foxi 1d 16.5 100 150.4 20.44 23.03 23.56 0.092368 7.73 22.26 2.64
Foxi 1d 16.5 200 180.04 20.44 23.17 23.64 0.125546 7.66 34.75 2.98
Foxi 1d 16.5 500 220.03 20.44 23.64 23.75 0.020765 3.36 109.4 1.24
Foxi 1d 16 50 121.47 19.61 21.89 21.6 0.004654 2.48 47.73 0.66
Foxi 1d 16 100 150.4 19.61 21.46 21.77 0.025419 4.57 41.06 1.45
Foxi 1d 16 200 180.04 19.61 21.63 21.93 0.021185 4.62 43.23 1.36
Foxi 1d 16 500 220.03 19.61 21.88 22.09 0.01575 4.53 47.49 1.21
Foxi 1d 15 50 121.47 18.45 21.27 21.27 0.006256 2.64 124.4 0.74
Foxi 1d 15 100 150.4 18.45 21.37 21.37 0.006477 2.81 136.17 0.76
Foxi 1d 15 200 180.04 18.45 21.46 21.46 0.006554 2.95 141.55 0.77
Foxi 1d 15 500 220.03 18.45 21.55 21.55 0.006839 3.14 150 0.8
Foxi 1d 14.5 50 121.47 17.45 19.3 19.69 0.022818 4.67 22.68 1.39
Foxi 1d 14.5 100 150.4 17.45 19.64 19.9 0.02018 4.28 32.02 1.3
Foxi 1d 14.5 200 180.04 17.45 19.87 20.2 0.016649 4.16 40.94 1.2

Corso d'acqua Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Top Width Numero
Bacino (anni) (mc/s) (m) (m) (m) (m/m) (m/s) (m) di Froude
Foxi 1d 14.5 500 220.03 17.45 20.06 20.31 0.014603 4.18 86.31 1.15
Foxi 1e 14 50 145.41 17.21 19.87 19.87 0.006061 2.83 102.2 0.75
Foxi 1e 14 100 178.47 17.21 19.97 19.97 0.006641 3.1 110.04 0.79
Foxi 1e 14 200 212.2 17.21 20.14 20.14 0.005636 3.05 122.19 0.74
Foxi 1e 14 500 257.53 17.21 20.14 20.19 0.00822 3.69 122.29 0.9
Foxi 1e 13.5 50 145.41 16.48 18.32 18.64 0.031974 4.29 59.81 1.56
Foxi 1e 13.5 100 178.47 16.48 18.46 18.76 0.027642 4.33 76.66 1.48
Foxi 1e 13.5 200 212.2 16.48 18.54 18.88 0.030046 4.64 84.37 1.55
Foxi 1e 13.5 500 257.53 16.48 18.72 19.03 0.022218 4.49 91.03 1.37
Foxi 1f 13 50 145.41 14.41 16.1 16.74 0.065717 7.29 31.39 2.31
Foxi 1f 13 100 178.47 14.41 16.29 16.89 0.056103 7.52 42.25 2.19
Foxi 1f 13 200 212.2 14.41 16.4 17.04 0.05251 7.74 43.03 2.16
Foxi 1f 13 500 257.53 14.41 16.56 17.22 0.04733 7.91 43.99 2.08
Foxi 1f 12 50 145.41 12.93 15.14 15.14 0.012694 2.95 55.43 1
Foxi 1f 12 100 178.47 12.93 15.29 15.29 0.01233 3.08 59.76 1
Foxi 1f 12 200 212.2 12.93 15.46 15.46 0.012356 3.07 72.1 1
Foxi 1f 12 500 257.53 12.93 15.62 15.62 0.012137 3.17 79.98 1
Foxi 1f 11 50 145.41 9.95 12.53 12.11 0.004331 1.92 73.07 0.6
Foxi 1f 11 100 178.47 9.95 12.71 12.31 0.003885 1.95 113.92 0.58
Foxi 1f 11 200 212.2 9.95 12.87 12.43 0.003572 1.99 120.39 0.56
Foxi 1f 11 500 257.53 9.95 13.01 12.63 0.00365 2.12 123.31 0.58
Foxi 1f 10 50 145.41 8.7 11.75 11.67 0.004463 2.74 92.32 0.65
Foxi 1f 10 100 178.47 8.7 11.83 11.8 0.005435 3.11 94.77 0.72
Foxi 1f 10 200 212.2 8.7 11.92 11.85 0.006044 3.38 100.09 0.77
Foxi 1f 10 500 257.53 8.7 12.13 12.13 0.005391 3.42 129.54 0.74
Foxi 1f 9 50 145.41 8.38 11.29 11.29 0.010581 2.85 77.8 0.93
Foxi 1f 9 100 178.47 8.38 11.51 11.48 0.007422 2.71 108.62 0.8
Foxi 1f 9 200 212.2 8.38 11.71 11.6 0.005332 2.56 124.04 0.7
Foxi 1f 9 500 257.53 8.38 11.91 11.74 0.004413 2.55 135.01 0.65
Foxi 1f 8.5 50 145.41 8.2 10.82 10.85 0.012757 3.29 42.3 1.03
Foxi 1f 8.5 100 178.47 8.2 11.04 11.04 0.011757 3.31 48.21 1
Foxi 1f 8.5 200 212.2 8.2 11.25 11.25 0.011859 3.25 60.41 1
Foxi 1f 8.5 500 257.53 8.2 11.46 11.46 0.011845 3.25 73.26 1
Foxi 1f 8 50 145.41 6.61 10.5 9.19 0.001269 1.79 32.38 0.36
Foxi 1f 8 100 178.47 6.61 10.72 9.4 0.001468 2.02 32.67 0.39
Foxi 1f 8 200 212.2 6.61 10.94 9.59 0.001642 2.23 32.93 0.42
Foxi 1f 8 500 257.53 6.61 10.79 9.83 0.002839 2.85 32.75 0.55
Foxi 1f 7 50 145.41 6.48 9.53 9.53 0.00828 3.77 39.55 0.89
Foxi 1f 7 100 178.47 6.48 9.87 9.87 0.006347 3.67 51.23 0.8
Foxi 1f 7 200 212.2 6.48 10.07 10.07 0.006184 3.84 57.07 0.8
Foxi 1f 7 500 257.53 6.48 10.52 10.52 0.002558 2.78 313.55 0.53
Foxi 1f 6 50 145.41 5.7 8.22 7.47 0.00249 1.57 81.73 0.47
Foxi 1f 6 100 178.47 5.7 8.43 7.66 0.002461 1.62 110.51 0.47
Foxi 1f 6 200 212.2 5.7 8.49 7.8 0.002985 1.83 111.67 0.52
Foxi 1f 6 500 257.53 5.7 8.57 7.97 0.001869 1.48 276.52 0.41
Foxi 1f 5.5 50 145.41 3.99 7.41 7.41 0.003638 2.75 199.07 0.59
Foxi 1f 5.5 100 178.47 3.99 7.43 7.43 0.005049 3.26 200.05 0.7
Foxi 1f 5.5 200 212.2 3.99 7.59 7.59 0.004034 3.06 211.51 0.63
Foxi 1f 5.5 500 257.53 3.99 7.62 7.62 0.005301 3.53 214.13 0.72
Foxi 1f 5 50 145.41 2.96 5.84 5.69 0.003722 1.99 210.46 0.57
Foxi 1f 5 100 178.47 2.96 5.95 5.73 0.003423 1.99 220.25 0.55
Foxi 1f 5 200 212.2 2.96 6.07 5.84 0.003078 1.97 229.25 0.53
Foxi 1f 5 500 257.53 2.96 6.19 5.91 0.002881 1.99 239.65 0.51

Corso d'acqua Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Top Width Numero
Bacino (anni) (mc/s) (m) (m) (m) (m/m) (m/s) (m) di Froude
Foxi 1f 4.5 50 145.41 2.07 5.49 5.25 0.002602 2.02 175.58 0.48
Foxi 1f 4.5 100 178.47 2.07 5.64 5.35 0.00239 2.01 185.84 0.46
Foxi 1f 4.5 200 212.2 2.07 5.77 5.39 0.00224 2.01 200.84 0.45
Foxi 1f 4.5 500 257.53 2.07 5.92 5.52 0.002156 2.03 207.08 0.45
Foxi 1f 4 50 145.41 1.42 4.23 4.23 0.008588 3.54 64.12 0.88
Foxi 1f 4 100 178.47 1.42 4.39 4.39 0.008709 3.69 71.72 0.89
Foxi 1f 4 200 212.2 1.42 4.52 4.52 0.00969 3.75 82.87 0.93
Foxi 1f 4 500 257.53 1.42 4.72 4.72 0.008599 3.81 93.8 0.9
Foxi 1f 3.2 50 145.41 0.88 3.17 2.82 0.004083 2.05 91.7 0.59
Foxi 1f 3.2 100 178.47 0.88 3.38 2.93 0.002203 1.62 228.67 0.44
Foxi 1f 3.2 200 212.2 0.88 3.52 3.04 0.001833 1.58 235.01 0.41
Foxi 1f 3.2 500 257.53 0.88 3.71 3.17 0.001577 1.58 257.15 0.39
Foxi 1f 3.1 50 145.41 0.35 3.05 0.001029 1.3 171.77 0.31
Foxi 1f 3.1 100 178.47 0.35 3.24 0.000994 1.35 183.39 0.31
Foxi 1f 3.1 200 212.2 0.35 3.39 0.000937 1.37 186.73 0.3
Foxi 1f 3.1 500 257.53 0.35 3.59 0.000881 1.38 191.49 0.3
Foxi 1f 3 50 145.41 0.64 3.02 0.000975 1.27 164.61 0.31
Foxi 1f 3 100 178.47 0.64 3.21 0.000862 1.28 166.42 0.29
Foxi 1f 3 200 212.2 0.64 3.37 0.000832 1.32 176.96 0.29
Foxi 1f 3 500 257.53 0.64 3.56 0.000898 1.46 193.36 0.31
Foxi 1f 2.2 50 145.41 0.48 2.97 0.000597 1.13 185.65 0.25
Foxi 1f 2.2 100 178.47 0.48 3.17 0.000593 1.19 206.02 0.25
Foxi 1f 2.2 200 212.2 0.48 3.33 0.000571 1.22 207.97 0.25
Foxi 1f 2.2 500 257.53 0.48 3.52 0.000553 1.27 210.4 0.25
Foxi 2 2.2 50 166.62 0.48 2.96 0.000812 1.31 182.06 0.29
Foxi 2 2.2 100 203.61 0.48 3.15 0.0008 1.38 205.8 0.29
Foxi 2 2.2 200 241.33 0.48 3.31 0.000763 1.41 207.8 0.29
Foxi 2 2.2 500 292.05 0.48 3.51 0.000733 1.45 210.15 0.29
Foxi 2 2.1 50 166.62 0.44 2.93 1.8 0.000632 1.15 104.79 0.26
Foxi 2 2.1 100 203.61 0.44 3.12 1.91 0.000681 1.27 106.67 0.27
Foxi 2 2.1 200 241.33 0.44 3.3 2.02 0.000488 1.13 293.08 0.23
Foxi 2 2.1 500 292.05 0.44 3.5 2.15 0.000465 1.16 294.12 0.23
Foxi 3 2.1 50 189.49 0.44 2.92 1.87 0.000844 1.32 104.62 0.3
Foxi 3 2.1 100 232.32 0.44 3.1 1.95 0.00092 1.46 106.45 0.31
Foxi 3 2.1 200 275.99 0.44 3.28 2.11 0.000661 1.31 292.86 0.27
Foxi 3 2.1 500 334.66 0.44 3.48 2.24 0.000631 1.35 294.08 0.27
Foxi 3 2 50 189.49 0.26 2.88 1.65 0.000654 1.12 132.03 0.26
Foxi 3 2 100 232.32 0.26 3.06 1.8 0.000705 1.23 133.57 0.27
Foxi 3 2 200 275.99 0.26 3.23 1.95 0.000755 1.34 135.23 0.28
Foxi 3 2 500 334.66 0.26 3.41 2.11 0.000837 1.48 137.31 0.3
Foxi 3 1 50 189.49 0.13 2.42 2.09 0.004772 2.57 120.51 0.67
Foxi 3 1 100 232.32 0.13 2.55 2.43 0.005064 2.8 130.61 0.7
Foxi 3 1 200 275.99 0.13 2.66 2.63 0.005349 3.01 139.15 0.73
Foxi 3 1 500 334.66 0.13 2.78 2.78 0.005659 3.24 140.65 0.76
Foxi 3 0 50 189.49 0.05 0.69 0.69 0.018154 2.43 136.58 1.09
Foxi 3 0 100 232.32 0.05 0.77 0.77 0.01751 2.57 138.02 1.1
Foxi 3 0 200 275.99 0.05 0.86 0.86 0.016695 2.58 143.13 1.08
Foxi 3 0 500 334.66 0.05 0.96 0.96 0.015694 2.79 144.01 1.07
Santu Mischinu 11 50 19.93 42 43.18 43.18 0.014114 2.76 9.42 1.01
Santu Mischinu 11 100 23.75 42 43.29 43.29 0.012962 2.86 11.18 0.98
Santu Mischinu 11 200 27.64 42 43.4 43.4 0.011577 2.94 13.47 0.95
Santu Mischinu 11 500 32.92 42 43.54 43.54 0.010004 2.99 16.43 0.9
Santu Mischinu 10 50 19.93 41.19 42.77 42.38 0.004573 1.97 8.9 0.59
Santu Mischinu 10 100 23.75 41.19 43 42.49 0.004946 1.89 12.84 0.61

Corso d'acqua Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Top Width Numero
Bacino (anni) (mc/s) (m) (m) (m) (m/m) (m/s) (m) di Froude
Santu Mischinu 10 200 27.64 41.19 43.17 42.6 0.004714 1.83 15.66 0.6
Santu Mischinu 10 500 32.92 41.19 43.35 42.74 0.003885 1.85 18.64 0.55
Santu Mischinu 9.5 50 19.93 40.5 42.52 0.004683 2.27 9.98 0.53
Santu Mischinu 9.5 100 23.75 40.5 42.75 0.004051 2.28 12.37 0.5
Santu Mischinu 9.5 200 27.64 40.5 42.92 0.003792 2.33 14.19 0.5
Santu Mischinu 9.5 500 32.92 40.5 43.11 0.003639 2.41 16.17 0.49
Santu Mischinu 9.2 50 19.93 40.5 41.92 41.92 0.018633 3.55 4.44 1.01
Santu Mischinu 9.2 100 23.75 40.5 42.1 42.1 0.017152 3.67 5.59 0.98
Santu Mischinu 9.2 200 27.64 40.5 42.36 42.36 0.012938 3.55 8.27 0.87
Santu Mischinu 9.2 500 32.92 40.5 42.61 42.61 0.010489 3.51 10.92 0.8
Santu Mischinu 9 50 19.93 39.33 40.05 40.4 0.075538 4.72 8.9 2.18
Santu Mischinu 9 100 23.75 39.33 40.1 40.5 0.083449 5.12 9.28 2.31
Santu Mischinu 9 200 27.64 39.33 40.12 40.58 0.099253 5.69 9.49 2.54
Santu Mischinu 9 500 32.92 39.33 40.17 40.69 0.107661 6.13 9.93 2.66
Santu Mischinu 8 50 19.93 38 39.06 39.06 0.014299 2.93 7.91 1.01
Santu Mischinu 8 100 23.75 38 39.17 39.17 0.013887 3.05 8.24 1
Santu Mischinu 8 200 27.64 38 39.29 39.29 0.013554 3.17 8.56 1
Santu Mischinu 8 500 32.92 38 39.6 39.6 0.013175 2.42 27.78 0.95
Santu Mischinu 7 50 19.93 35 35.71 36.01 0.050409 4.41 7.5 1.81
Santu Mischinu 7 100 23.75 35 35.78 36.12 0.050383 4.67 7.74 1.84
Santu Mischinu 7 200 27.64 35 35.85 36.23 0.050422 4.9 7.96 1.86
Santu Mischinu 7 500 32.92 35 35.96 36.36 0.047004 5.05 8.29 1.82
Santu Mischinu 6 50 30 32 34.55 34.55 0.010166 3.18 14.55 0.64
Santu Mischinu 6 100 37 32 34.91 34.93 0.006057 2.68 51.1 0.5
Santu Mischinu 6 200 43 32 34.97 34.98 0.006495 2.81 54.27 0.52
Santu Mischinu 6 500 53 32 35.05 35.06 0.007071 2.99 59.53 0.55
Santu Mischinu 5.4 50 30 30.5 32.65 32.95 0.021114 4.09 20.9 0.89
Santu Mischinu 5.4 100 37 30.5 32.66 33.05 0.031644 5.02 21.14 1.09
Santu Mischinu 5.4 200 43 30.5 32.76 33.11 0.030217 5.06 26.37 1.07
Santu Mischinu 5.4 500 53 30.5 32.88 33.21 0.028984 5.13 32.74 1.06
Santu Mischinu 5.3 50 30 29.7 31.98 32.11 0.011263 3.18 30.09 0.67
Santu Mischinu 5.3 100 37 29.7 32.1 32.22 0.011367 3.3 36.24 0.68
Santu Mischinu 5.3 200 43 29.7 32.17 32.29 0.011369 3.37 40.61 0.68
Santu Mischinu 5.3 500 53 29.7 32.29 32.38 0.011185 3.44 45.99 0.68
Santu Mischinu 5.2 50 30 28.1 30.25 30.5 0.015834 3.74 14.08 0.81
Santu Mischinu 5.2 100 37 28.1 30.45 30.66 0.014421 3.79 20.1 0.79
Santu Mischinu 5.2 200 43 28.1 30.57 30.77 0.013861 3.84 23.78 0.78
Santu Mischinu 5.2 500 53 28.1 30.74 30.91 0.013274 3.92 28.61 0.77
Santu Mischinu 5.1 50 30 27.4 29.37 29.68 0.015973 3.7 20.69 0.84
Santu Mischinu 5.1 100 37 27.4 29.49 29.78 0.016883 3.96 32.91 0.87
Santu Mischinu 5.1 200 43 27.4 29.57 29.84 0.017679 4.15 40.06 0.9
Santu Mischinu 5.1 500 53 27.4 29.66 29.92 0.019018 4.42 48.87 0.94
Santu Mischinu 5 50 30 26.5 28.26 28.26 0.022871 4.16 4.1 1
Santu Mischinu 5 100 37 26.5 28.82 28.93 0.009654 3.24 27.6 0.68
Santu Mischinu 5 200 43 26.5 28.94 29.04 0.009087 3.25 33.05 0.66
Santu Mischinu 5 500 53 26.5 29.11 29.15 0.008257 3.23 40.36 0.64
Santu Mischinu 4 50 30 25 27.19 26.73 0.009214 3.06 16.52 0.66
Santu Mischinu 4 100 37 25 27.31 27.42 0.010334 3.36 20.56 0.71
Santu Mischinu 4 200 43 25 27.43 27.56 0.010435 3.49 24.2 0.71
Santu Mischinu 4 500 53 25 27.58 27.74 0.010702 3.68 28.93 0.73
Santu Mischinu 3.5 50 30 24 25.7 25.7 0.022007 4.1 4.3 1
Santu Mischinu 3.5 100 37 24 26.19 26.29 0.013936 3.79 10.91 0.82
Santu Mischinu 3.5 200 43 24 26.4 26.53 0.012336 3.79 14.5 0.78
Santu Mischinu 3.5 500 53 24 26.67 26.77 0.010752 3.8 18.99 0.74

Corso d'acqua Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Top Width Numero
Bacino (anni) (mc/s) (m) (m) (m) (m/m) (m/s) (m) di Froude
Santu Mischinu 3 50 30 23.9 25.17 25.53 0.037385 4.75 7.3 1.63
Santu Mischinu 3 100 37 23.9 25.27 26 0.041471 5.23 7.61 1.73
Santu Mischinu 3 200 43 23.9 25.4 26.05 0.039125 5.34 8 1.7
Santu Mischinu 3 500 53 23.9 25.62 26.13 0.033584 5.35 8.69 1.6
Santu Mischinu 2 50 30 22.47 23.34 23.43 0.021941 3 16.58 1.23
Santu Mischinu 2 100 37 22.47 23.42 23.54 0.022473 3.23 17.28 1.27
Santu Mischinu 2 200 43 22.47 23.47 23.63 0.024426 3.48 17.69 1.33
Santu Mischinu 2 500 53 22.47 23.54 23.77 0.028766 3.93 18.2 1.46
Santu Mischinu 1.5 50 30 19.3 21.82 21.82 0.017016 2.66 17.15 1.05
Santu Mischinu 1.5 100 37 19.3 22.03 22.11 0.011075 2.38 67.7 0.87
Santu Mischinu 1.5 200 43 19.3 22.09 22.17 0.011002 2.48 79.92 0.88
Santu Mischinu 1.5 500 53 19.3 22.16 22.27 0.010959 2.62 95.83 0.89
Santu Mischinu 1 50 30 18 19.78 20.24 0.019854 4 4.44 0.98
Santu Mischinu 1 100 37 18 20.15 20.35 0.037614 3.36 19.74 1.44
Santu Mischinu 1 200 43 18 20.24 20.45 0.037204 3.35 23.45 1.45
Santu Mischinu 1 500 53 18 20.35 20.56 0.035307 3.35 28.55 1.44
B8 B8 7 50 5.15 54.07 54.58 54.64 0.049014 1.96 15.14 1.5
B8 B8 7 100 5.54 54.07 54.59 54.65 0.049009 2.01 15.22 1.51
B8 B8 7 200 5.92 54.07 54.6 54.66 0.049083 2.06 15.28 1.52
B8 B8 7 500 6.47 54.07 54.61 54.68 0.049073 2.13 15.37 1.53
B8 B8 6 50 5.15 49.91 50.48 50.56 0.045771 2.25 10.06 1.51
B8 B8 6 100 5.54 49.91 50.49 50.57 0.045714 2.29 10.4 1.51
B8 B8 6 200 5.92 49.91 50.51 50.59 0.045611 2.33 10.66 1.52
B8 B8 6 500 6.47 49.91 50.52 50.61 0.045557 2.38 11.01 1.53
B8 B8 5 50 5.15 47.48 47.74 47.8 0.039083 1.9 13.83 1.37
B8 B8 5 100 5.54 47.48 47.75 47.81 0.039139 1.95 14.01 1.38
B8 B8 5 200 5.92 47.48 47.76 47.82 0.039415 1.93 15.41 1.38
B8 B8 5 500 6.47 47.48 47.78 47.84 0.039697 1.9 17.64 1.38
B8 B8 4 50 5.15 43.52 43.81 43.87 0.04287 2.04 12.5 1.44
B8 B8 4 100 5.54 43.52 43.82 43.89 0.042772 2.08 12.69 1.45
B8 B8 4 200 5.92 43.52 43.83 43.9 0.042283 2.12 12.88 1.45
B8 B8 4 500 6.47 43.52 43.85 43.92 0.041714 2.16 13.22 1.45
B8 B8 3 50 5.29 40.5 40.8 40.81 0.023131 1.54 16.25 1.07
B8 B8 3 100 5.78 40.5 40.81 40.82 0.023313 1.58 16.63 1.08
B8 B8 3 200 6.25 40.5 40.82 40.84 0.023535 1.63 16.96 1.09
B8 B8 3 500 6.92 40.5 40.84 40.86 0.023794 1.67 17.8 1.1
B8 B8 2 50 5.29 36.73 36.93 36.94 0.038214 1.15 48.9 1.2
B8 B8 2 100 5.78 36.73 36.93 36.95 0.037984 1.18 50.49 1.21
B8 B8 2 200 6.25 36.73 36.94 36.95 0.037819 1.21 50.69 1.21
B8 B8 2 500 6.92 36.73 36.95 36.96 0.037517 1.26 50.93 1.22
B8 B8 1.5 50 5.29 34.67 35.06 35.04 0.015797 1.18 23.96 0.87
B8 B8 1.5 100 5.78 34.67 35.07 35.05 0.016367 1.23 24.18 0.89
B8 B8 1.5 200 6.25 34.67 35.08 35.07 0.01643 1.26 24.44 0.9
B8 B8 1.5 500 6.92 34.67 35.09 35.08 0.016577 1.31 24.78 0.91
B8 B8 1 50 5.29 32.68 32.97 32.97 0.02235 1.31 23.81 1.01
B8 B8 1 100 5.78 32.68 32.98 32.98 0.021427 1.32 24.81 1
B8 B8 1 200 6.25 32.68 33 33 0.021423 1.32 26.56 1
B8 B8 1 500 6.92 32.68 33.01 33.01 0.021225 1.36 27.35 1
B5 B5 9 50 5.24 35.9 36.37 36.55 0.070054 3.34 5.2 1.94
B5 B5 9 100 5.54 35.9 36.38 36.57 0.07006 3.4 5.29 1.95
B5 B5 9 200 5.85 35.9 36.39 36.58 0.070067 3.45 5.38 1.96
B5 B5 9 500 6.32 35.9 36.41 36.61 0.070067 3.52 5.5 1.97
B5 B5 8 50 5.24 35.65 36.38 36.38 0.017681 1.92 7.35 1.01

Corso d'acqua Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Top Width Numero
Bacino (anni) (mc/s) (m) (m) (m) (m/m) (m/s) (m) di Froude
B5 B5 8 100 5.54 35.65 36.39 36.39 0.018023 1.95 7.57 1.02
B5 B5 8 200 5.85 35.65 36.41 36.41 0.017451 1.97 7.83 1.01
B5 B5 8 500 6.32 35.65 36.43 36.43 0.017151 2.02 8.15 1.01
B5 B5 7 50 5.24 34.5 34.91 35.1 0.173315 3.99 6.64 2.87
B5 B5 7 100 5.54 34.5 34.92 35.12 0.171567 4 6.93 2.86
B5 B5 7 200 5.85 34.5 34.93 35.13 0.173504 4.05 7.17 2.88
B5 B5 7 500 6.32 34.5 34.94 35.15 0.174977 4.11 7.52 2.9
B5 B5 6 50 5.24 32 32.47 32.48 0.023334 1.49 17.35 1.06
B5 B5 6 100 5.54 32 32.48 32.48 0.023448 1.52 17.54 1.07
B5 B5 6 200 5.85 32 32.49 32.49 0.02351 1.55 17.73 1.07
B5 B5 6 500 6.32 32 32.5 32.51 0.023587 1.59 18.01 1.08
B5 B5 5 50 5.24 30.81 31.34 31.36 0.019779 1.79 166.86 1.03
B5 B5 5 100 5.54 30.81 31.34 31.36 0.020077 1.8 167.09 1.03
B5 B5 5 200 5.85 30.81 31.34 31.36 0.020282 1.82 167.33 1.04
B5 B5 5 500 6.32 30.81 31.35 31.37 0.02068 1.84 167.67 1.05
B5 B5 4 50 5.24 29 30.24 30.25 0.031099 1.41 26.48 1.14
B5 B5 4 100 5.54 29 30.25 30.26 0.030079 1.42 27.51 1.13
B5 B5 4 200 5.85 29 30.25 30.26 0.029262 1.43 28.51 1.12
B5 B5 4 500 6.32 29 30.27 30.28 0.028013 1.44 30.01 1.1
B5 B5 3 50 5.24 28 29.83 28.43 0.000014 0.08 117.93 0.03
B5 B5 3 100 5.54 28 30.01 28.44 0.000008 0.06 139.74 0.02
B5 B5 3 200 5.85 28 30.16 28.45 0.000005 0.05 158.92 0.02
B5 B5 3 500 6.32 28 30.33 28.46 0.000003 0.04 181.99 0.02
B5 B5 2.5 50 5.24 27.9 29.83 0.000019 0.13 39.63 0.04
B5 B5 2.5 100 5.54 27.9 30.01 0.000019 0.11 58.94 0.04
B5 B5 2.5 200 5.85 27.9 30.16 0.000021 0.09 112.83 0.04
B5 B5 2.5 500 6.32 27.9 30.33 0.000011 0.08 147.23 0.03
B5 B5 2 50 5.24 27.8 29.83 0.000003 0.04 147.51 0.01
B5 B5 2 100 5.54 27.8 30.01 0.000002 0.04 158.8 0.01
B5 B5 2 200 5.85 27.8 30.16 0.000001 0.03 165.79 0.01
B5 B5 2 500 6.32 27.8 30.33 0.000001 0.03 174.18 0.01
B5 B5 1 50 5.24 27.22 29.83 0.000014 0.1 58.34 0.03
B5 B5 1 100 5.54 27.22 30.01 0.000011 0.09 73.43 0.03
B5 B5 1 200 5.85 27.22 30.16 0.000012 0.07 123.87 0.03
B5 B5 1 500 6.32 27.22 30.33 0.000007 0.06 158.6 0.02
B4 B4 6.7 50 5.99 49.16 49.6 49.68 0.052048 2.37 11.54 1.61
B4 B4 6.7 100 6.45 49.16 49.61 49.7 0.052043 2.42 11.67 1.62
B4 B4 6.7 200 6.91 49.16 49.62 49.71 0.05204 2.48 11.81 1.63
B4 B4 6.7 500 7.57 49.16 49.63 49.73 0.052036 2.56 11.99 1.64
B4 B4 6.5 50 5.99 41.79 41.98 42.23 0.850033 6.78 6.73 5.97
B4 B4 6.5 100 6.45 41.79 41.99 42.24 0.819821 6.86 6.86 5.91
B4 B4 6.5 200 6.91 41.79 42 42.25 0.792907 6.93 6.99 5.85
B4 B4 6.5 500 7.57 41.79 42.01 42.26 0.758851 7.02 7.16 5.77
B4 B4 6 50 5.99 39.95 40.31 40.32 0.026541 1.42 25.17 1.1
B4 B4 6 100 6.45 39.95 40.31 40.32 0.027035 1.46 25.41 1.12
B4 B4 6 200 6.91 39.95 40.32 40.33 0.027489 1.5 25.64 1.13
B4 B4 6 500 7.57 39.95 40.33 40.35 0.028149 1.56 25.95 1.16
B4 B4 5 50 5.99 35.01 35.45 35.83 0.533383 7.11 4.13 5.02
B4 B4 5 100 6.45 35.01 35.47 35.86 0.495632 7.1 4.21 4.88
B4 B4 5 200 6.91 35.01 35.48 35.88 0.4636 7.1 4.29 4.76
B4 B4 5 500 7.57 35.01 35.51 35.92 0.424549 7.09 4.4 4.6
B4 B4 4 50 5.99 32.47 33.47 33.23 0.006715 1.54 6.83 0.65
B4 B4 4 100 6.45 32.47 33.49 33.26 0.006964 1.58 6.98 0.66
B4 B4 4 200 6.91 32.47 33.51 33.29 0.007245 1.64 7.12 0.68

Corso d'acqua Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Top Width Numero
Bacino (anni) (mc/s) (m) (m) (m) (m/m) (m/s) (m) di Froude
B4 B4 4 500 7.57 32.47 33.55 33.33 0.007584 1.7 7.32 0.7
B4 B4 3 50 6.12 32.37 32.75 32.75 0.022254 1.36 25.06 1.02
B4 B4 3 100 6.68 32.37 32.76 32.76 0.021865 1.39 25.39 1.02
B4 B4 3 200 7.23 32.37 32.77 32.77 0.021285 1.42 25.72 1.01
B4 B4 3 500 8.01 32.37 32.79 32.79 0.020964 1.46 26.06 1.02
B4 B4 2.5 50 6.12 29.67 29.85 29.92 0.080496 2.06 23.1 1.84
B4 B4 2.5 100 6.68 29.67 29.86 29.94 0.079258 2.11 23.61 1.84
B4 B4 2.5 200 7.23 29.67 29.87 29.95 0.07724 2.14 24.16 1.83
B4 B4 2.5 500 8.01 29.67 29.88 29.96 0.079549 2.14 27.19 1.85
B4 B4 2 50 6.12 27.2 27.73 27.73 0.017715 1.86 9.59 1.01
B4 B4 2 100 6.68 27.2 27.75 27.75 0.017458 1.9 9.79 1.01
B4 B4 2 200 7.23 27.2 27.77 27.77 0.017228 1.94 9.97 1.01
B4 B4 2 500 8.01 27.2 27.8 27.8 0.016941 1.99 10.22 1.01
B4 B4 1 50 6.12 24.29 24.49 24.5 0.04215 1.14 62.62 1.24
B4 B4 1 100 6.68 24.29 24.49 24.51 0.043778 1.19 63.3 1.27
B4 B4 1 200 7.23 24.29 24.5 24.52 0.045383 1.24 63.81 1.3
B4 B4 1 500 8.01 24.29 24.5 24.52 0.048176 1.31 64.44 1.35
B10 B10 10 50 11.41 33 33.68 33.88 0.065379 3.49 9.63 1.91
B10 B10 10 100 12.6 33 33.71 33.91 0.065522 3.58 9.99 1.92
B10 B10 10 200 13.78 33 33.73 33.94 0.065739 3.66 10.33 1.94
B10 B10 10 500 15.44 33 33.76 33.99 0.066267 3.78 10.76 1.96
B10 B10 9 50 11.41 31.2 32.77 32.77 0.017704 2.03 13.71 1.01
B10 B10 9 100 12.6 31.2 32.82 32.82 0.017458 1.98 15.96 1
B10 B10 9 200 13.78 31.2 32.85 32.85 0.017625 1.99 17.55 1.01
B10 B10 9 500 15.44 31.2 32.89 32.89 0.018059 2.02 19.33 1.02
B10 B10 8 50 11.41 29 30.36 30.77 0.092222 5.14 3.95 2.19
B10 B10 8 100 12.6 29 30.41 30.83 0.088213 5.16 4.21 2.16
B10 B10 8 200 13.78 29 30.47 30.89 0.083492 5.15 4.47 2.12
B10 B10 8 500 15.44 29 30.54 30.97 0.076976 5.12 4.82 2.07
B10 B10 7 50 11.41 27.74 28.79 28.87 0.020798 3.02 5.42 1.15
B10 B10 7 100 12.6 27.74 28.84 28.93 0.021146 3.12 5.56 1.17
B10 B10 7 200 13.78 27.74 28.88 28.98 0.021479 3.22 5.69 1.19
B10 B10 7 500 15.44 27.74 28.94 29.1 0.02196 3.35 5.86 1.21
B10 B10 6 50 11.41 26.5 27.34 27.52 0.078138 3.36 12.13 2.02
B10 B10 6 100 12.6 26.5 27.36 27.55 0.07979 3.45 12.66 2.05
B10 B10 6 200 13.78 26.5 27.38 27.58 0.081289 3.55 13.15 2.08
B10 B10 6 500 15.44 26.5 27.4 27.61 0.083213 3.67 13.79 2.12
B10 B10 5 50 11.41 25 25.84 25.89 0.02249 2.36 11.53 1.17
B10 B10 5 100 12.6 25 25.87 25.92 0.022315 2.42 11.99 1.17
B10 B10 5 200 13.78 25 25.9 25.96 0.022132 2.46 12.41 1.17
B10 B10 5 500 15.44 25 25.94 26 0.021907 2.53 12.98 1.17
B10 B10 4 50 11.41 23.5 24.72 24.83 0.023699 3.11 5.64 1.23
B10 B10 4 100 12.6 23.5 24.78 24.89 0.022571 3.14 5.89 1.21
B10 B10 4 200 13.78 23.5 24.84 24.94 0.021647 3.16 6.12 1.19
B10 B10 4 500 15.44 23.5 24.91 25.02 0.020453 3.18 6.44 1.17
B10 B10 3 50 11.41 22.5 23.67 23.67 0.016926 2.02 13.72 1.01
B10 B10 3 100 12.6 22.5 23.7 23.7 0.017229 2.08 14.23 1.02
B10 B10 3 200 13.78 22.5 23.72 23.74 0.018059 2.17 14.61 1.05
B10 B10 3 500 15.44 22.5 23.76 23.78 0.017879 2.22 15.33 1.05
B10 B10 2 50 11.41 20.77 21.53 21.79 0.047523 4.04 4.92 1.71
B10 B10 2 100 12.6 20.77 21.58 21.85 0.045675 4.1 5.07 1.68
B10 B10 2 200 13.78 20.77 21.64 21.9 0.040623 4.04 5.26 1.6
B10 B10 2 500 15.44 20.77 21.71 21.98 0.038476 4.09 5.46 1.57

Corso d'acqua Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Top Width Numero
Bacino (anni) (mc/s) (m) (m) (m) (m/m) (m/s) (m) di Froude
B10 B10 1 50 11.41 18.4 19.42 19.55 0.034205 2.99 8.59 1.43
B10 B10 1 100 12.6 18.4 19.44 19.59 0.03574 3.11 8.89 1.47
B10 B10 1 200 13.78 18.4 19.46 19.63 0.03953 3.29 9.05 1.55
B10 B10 1 500 15.44 18.4 19.49 19.69 0.042227 3.47 9.37 1.61
B1 B1 7 50 24.9 68.5 69.61 70.09 0.027034 4.11 6.25 1.33
B1 B1 7 100 30.41 68.5 69.75 70.11 0.027044 4.38 6.45 1.35
B1 B1 7 200 36.08 68.5 70.05 70.12 0.027015 2.51 238.66 1.25
B1 B1 7 500 43.8 68.5 70.07 70.15 0.027038 2.6 240.71 1.26
B1 B1 6 50 24.9 58.5 59.46 59.84 0.028964 4.02 7.42 1.41
B1 B1 6 100 30.41 58.5 59.57 59.97 0.02907 4.33 12.36 1.43
B1 B1 6 200 36.08 58.5 59.69 60.06 0.025754 4.43 21.38 1.38
B1 B1 6 500 43.8 58.5 59.79 60.14 0.025003 4.64 29.12 1.38
B1 B1 5 50 24.9 41.5 42.52 42.71 0.022183 3.68 7.82 1.23
B1 B1 5 100 30.41 41.5 42.65 42.9 0.022131 3.96 9.87 1.25
B1 B1 5 200 36.08 41.5 42.72 43.07 0.024602 4.34 11.14 1.33
B1 B1 5 500 43.8 41.5 42.84 43.3 0.025046 4.65 13.22 1.36
B1 B1 4 50 24.9 39 40.34 40.34 0.006441 2 76.64 0.7
B1 B1 4 100 30.41 39 40.4 40.4 0.006299 2.07 88.11 0.7
B1 B1 4 200 36.08 39 40.45 40.45 0.006429 2.17 97.08 0.71
B1 B1 4 500 43.8 39 40.5 40.5 0.006687 2.29 107.11 0.73
B1 B1 3 50 24.9 32 32.53 32.91 0.296691 6.37 14.85 3.97
B1 B1 3 100 30.41 32 32.57 32.99 0.283421 6.59 16.14 3.93
B1 B1 3 200 36.08 32 32.62 33.05 0.251522 6.57 17.6 3.76
B1 B1 3 500 43.8 32 32.69 33.17 0.213305 6.49 19.53 3.52
B1 B1 2 50 24.9 28.5 29.15 29.15 0.017989 1.82 41.95 1.01
B1 B1 2 100 30.41 28.5 29.21 29.21 0.01752 1.89 45.43 1.01
B1 B1 2 200 36.08 28.5 29.26 29.26 0.016992 1.95 48.72 1.01
B1 B1 2 500 43.8 28.5 29.32 29.32 0.016202 2.01 52.87 1
B1 B1 1 50 24.9 24.7 25.97 26.06 0.013862 3.11 40.14 1.01
B1 B1 1 100 30.41 24.7 26.03 26.13 0.014149 3.27 44.8 1.03
B1 B1 1 200 36.08 24.7 26.08 26.18 0.01476 3.45 48.62 1.06
B1 B1 1 500 43.8 24.7 26.14 26.24 0.015078 3.62 53.48 1.08
A3 A3 13.5 50 60.77 43.51 44.52 45.03 0.070067 5.6 16.85 2.23
A3 A3 13.5 100 74.85 43.51 44.62 45.09 0.070008 5.93 18.01 2.26
A3 A3 13.5 200 89.32 43.51 44.71 45.11 0.070081 6.22 19.08 2.29
A3 A3 13.5 500 108.9 43.51 44.83 45.11 0.070085 6.52 20.64 2.31
A3 A3 13 50 60.77 32.21 32.98 32.98 0.018754 2.3 44.95 1.04
A3 A3 13 100 74.85 32.21 33.07 33.07 0.017991 2.39 46.27 1.03
A3 A3 13 200 89.32 32.21 33.15 33.15 0.01751 2.48 47.52 1.03
A3 A3 13 500 108.9 32.21 33.26 33.26 0.016825 2.57 49.11 1.02
A3 A3 12 50 60.77 21.92 22.92 22.92 0.002149 0.83 118.96 0.37
A3 A3 12 100 74.85 21.92 22.92 22.92 0.003259 1.03 118.96 0.45
A3 A3 12 200 89.32 21.92 22.92 22.92 0.004641 1.23 118.96 0.54
A3 A3 12 500 108.9 21.92 22.92 22.92 0.006899 1.5 118.96 0.66
A3 A3 11 50 60.77 16.37 17.29 17.59 0.357473 10.42 65.66 4.72
A3 A3 11 100 74.85 16.37 17.34 17.63 0.294354 9.88 79.51 4.33
A3 A3 11 200 89.32 16.37 17.39 17.66 0.22911 8.9 91.17 3.84
A3 A3 11 500 108.9 16.37 17.46 17.71 0.133005 7.21 133.78 2.98
A3 A3 10 50 60.77 12.08 12.84 12.72 0.005643 1.6 104.34 0.63
A3 A3 10 100 74.85 12.08 12.89 12.77 0.006272 1.77 104.34 0.68
A3 A3 10 200 89.32 12.08 12.98 12.82 0.00557 1.8 104.34 0.65
A3 A3 10 500 108.9 12.08 13.03 12.88 0.00638 2.01 104.34 0.7
A3 A3 9 50 60.77 10.14 11.09 11.09 0.015932 2.39 112.87 1.03
A3 A3 9 100 74.85 10.14 11.15 11.15 0.013678 2.24 125.38 0.96

Corso d'acqua Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Top Width Numero
Bacino (anni) (mc/s) (m) (m) (m) (m/m) (m/s) (m) di Froude
A3 A3 9 200 89.32 10.14 11.17 11.17 0.017142 2.55 126.12 1.08
A3 A3 9 500 108.9 10.14 11.19 11.19 0.015664 2.52 202.75 1.04
A3 A3 8 50 60.77 7.93 9.16 9.19 0.012834 2.93 79.04 0.99
A3 A3 8 100 74.85 7.93 9.19 9.19 0.000014 0.1 611.75 0.03
A3 A3 8 200 89.32 7.93 9.19 9.19 0.00002 0.12 611.75 0.04
A3 A3 8 500 108.9 7.93 9.19 9.19 0.00003 0.14 611.75 0.05
A3 A3 7 50 60.77 7.27 8.33 8.33 0.000043 0.12 610.48 0.05
A3 A3 7 100 74.85 7.27 8.34 8.33 0.000062 0.14 610.65 0.06
A3 A3 7 200 89.32 7.27 8.4 8.33 0.000068 0.16 612.17 0.07
A3 A3 7 500 108.9 7.27 8.49 8.33 0.000072 0.18 618.4 0.07
A3 A3 6.5 50 60.77 6.94 8.13 8 0.008181 1.88 110.96 0.76
A3 A3 6.5 100 74.85 6.94 8.21 0.007028 1.82 119.84 0.71
A3 A3 6.5 200 89.32 6.94 8.25 8.16 0.008016 2 122.6 0.76
A3 A3 6.5 500 108.9 6.94 8.32 0.007832 2.11 126.77 0.77
A3 A3 6 50 60.77 5.47 6.78 6.78 0.013102 2.78 66.72 0.98
A3 A3 6 100 74.85 5.47 6.82 6.82 0.015541 3.13 67.45 1.07
A3 A3 6 200 89.32 5.47 6.93 6.93 0.012339 3.02 83.66 0.98
A3 A3 6 500 108.9 5.47 7.01 7.01 0.012413 3.19 100.4 0.99
A3 A3 5.1 50 60.77 3.97 5.44 5.35 0.003913 1.55 225.73 0.55
A3 A3 5.1 100 74.85 3.97 5.5 5.41 0.003659 1.57 228.03 0.53
A3 A3 5.1 200 89.32 3.97 5.56 5.44 0.003359 1.57 232.76 0.52
A3 A3 5.1 500 108.9 3.97 5.64 5.48 0.003003 1.57 242.06 0.5
A3 A3 5 50 60.77 3.72 5.08 5.01 0.007755 2 103.96 0.75
A3 A3 5 100 74.85 3.72 5.21 5.06 0.005621 1.86 153.38 0.65
A3 A3 5 200 89.32 3.72 5.28 5.15 0.005602 1.96 193.19 0.66
A3 A3 5 500 108.9 3.72 5.37 5.24 0.00549 2.07 204.68 0.67
A3 A3 4 50 60.77 2.52 3.82 3.76 0.008275 2.02 90.22 0.78
A3 A3 4 100 74.85 2.52 3.82 3.82 0.0128 2.5 90.18 0.96
A3 A3 4 200 89.32 2.52 3.88 3.88 0.012699 2.63 91.11 0.97
A3 A3 4 500 108.9 2.52 3.94 3.94 0.012944 2.81 92.83 1
A3 A3 3 50 60.77 2.28 3.01 2.91 0.008198 1.73 82.52 0.75
A3 A3 3 100 74.85 2.28 3.21 2.96 0.004294 1.53 94.33 0.57
A3 A3 3 200 89.32 2.28 3.37 3.02 0.003351 1.54 109.06 0.52
A3 A3 3 500 108.9 2.28 3.57 3.09 0.002241 1.44 113.03 0.44
A3 A3 2.1 50 60.77 1.9 3.04 2.73 0.000257 0.47 212.04 0.15
A3 A3 2.1 100 74.85 1.9 3.23 2.79 0.000199 0.46 224.51 0.13
A3 A3 2.1 200 89.32 1.9 3.39 2.86 0.000179 0.47 231.39 0.13
A3 A3 2.1 500 108.9 1.9 3.58 2.94 0.000158 0.49 239.29 0.12
A3 A3 2 50 60.77 1.12 3.02 2.25 0.000197 0.47 164.73 0.13
A3 A3 2 100 74.85 1.12 3.21 2.25 0.000172 0.48 169.23 0.13
A3 A3 2 200 89.32 1.12 3.37 2.25 0.000163 0.5 205.14 0.12
A3 A3 2 500 108.9 1.12 3.57 2.31 0.000155 0.53 235.69 0.12
A3 A3 1 50 60.77 0.43 3.01 2.15 0.000092 0.39 263.21 0.09
A3 A3 1 100 74.85 0.43 3.21 2.23 0.000085 0.4 302.54 0.09
A3 A3 1 200 89.32 0.43 3.37 2.31 0.00008 0.41 307.58 0.09
A3 A3 1 500 108.9 0.43 3.56 2.41 0.000073 0.42 311.28 0.09
A1 A1 9 50 21.21 26.9 27.83 28.21 0.06912 5.01 7.45 2.12
A1 A1 9 100 25.14 26.9 27.91 28.27 0.069025 5.19 8.1 2.14
A1 A1 9 200 29.13 26.9 28.06 28.33 0.069118 4.34 22.92 2.06
A1 A1 9 500 34.52 26.9 28.11 28.4 0.069134 4.59 23.11 2.09
A1 A1 8 50 21.21 19.51 20.34 20.57 0.05259 3.83 12.09 1.81
A1 A1 8 100 25.14 19.51 20.4 20.66 0.053008 4.05 12.58 1.84
A1 A1 8 200 29.13 19.51 20.46 20.73 0.050014 4.14 13.16 1.81
A1 A1 8 500 34.52 19.51 20.53 20.82 0.04975 4.35 13.76 1.83

Corso d'acqua Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Top Width Numero
Bacino (anni) (mc/s) (m) (m) (m) (m/m) (m/s) (m) di Froude
A1 A1 7.5 50 21.21 16.71 17.75 17.91 0.031538 3.3 11.98 1.44
A1 A1 7.5 100 25.14 16.71 17.82 18 0.031472 3.48 12.38 1.45
A1 A1 7.5 200 29.13 16.71 17.87 18.08 0.03261 3.69 12.71 1.49
A1 A1 7.5 500 34.52 16.71 17.95 18.18 0.032717 3.9 13.13 1.52
A1 A1 7 50 21.21 12.52 13.15 13.26 0.058844 3.54 44.9 1.86
A1 A1 7 100 25.14 12.52 13.17 13.29 0.060779 3.73 45.45 1.9
A1 A1 7 200 29.13 12.52 13.2 13.33 0.059743 3.85 46.05 1.91
A1 A1 7 500 34.52 12.52 13.22 13.36 0.061501 4.07 46.7 1.95
A1 A1 6.1 50 21.21 11.29 11.73 11.76 0.022228 2.12 80.06 1.14
A1 A1 6.1 100 25.14 11.29 11.76 11.79 0.022234 2.21 81.11 1.15
A1 A1 6.1 200 29.13 11.29 11.78 11.81 0.02272 2.32 82.02 1.18
A1 A1 6.1 500 34.52 11.29 11.8 11.84 0.022885 2.43 82.65 1.19
A1 A1 6 50 21.21 9.74 10.77 10.88 0.032615 2.92 17.16 1.42
A1 A1 6 100 25.14 9.74 10.84 10.95 0.027287 2.96 17.57 1.33
A1 A1 6 200 29.13 9.74 10.91 11.01 0.022679 2.97 18.01 1.25
A1 A1 6 500 34.52 9.74 11.02 11.09 0.018051 2.96 18.61 1.14
A1 A1 5 50 21.21 8.59 9.26 9.26 0.00222 0.6 71.38 0.35
A1 A1 5 100 25.14 8.59 9.26 9.26 0.003119 0.72 71.38 0.41
A1 A1 5 200 29.13 8.59 9.26 9.26 0.004188 0.83 71.38 0.48
A1 A1 5 500 34.52 8.59 9.26 9.26 0.005881 0.98 71.38 0.57
A1 A1 4 50 21.21 5.83 6.7 6.86 0.098126 5.55 7.58 2.5
A1 A1 4 100 25.14 5.83 6.87 6.87 0.015762 2.36 54 1.02
A1 A1 4 200 29.13 5.83 6.87 6.87 0.021131 2.74 54.34 1.18
A1 A1 4 500 34.52 5.83 6.99 6.99 0.011533 2.25 63.15 0.89
A1 A1 3 50 21.21 4.2 4.74 4.74 0.016352 1.88 104.94 0.98
A1 A1 3 100 25.14 4.2 4.75 4.75 0.01702 1.98 105.58 1.01
A1 A1 3 200 29.13 4.2 4.77 4.77 0.017535 2.07 106.19 1.03
A1 A1 3 500 34.52 4.2 4.8 4.8 0.017839 2.17 106.99 1.05
A1 A1 2 50 21.21 2.02 2.99 2.38 0.000245 0.41 174.41 0.14
A1 A1 2 100 25.14 2.02 3.18 2.42 0.00012 0.33 188.98 0.1
A1 A1 2 200 29.13 2.02 3.34 2.44 0.000082 0.3 199.48 0.09
A1 A1 2 500 34.52 2.02 3.54 2.48 0.000059 0.28 234.45 0.07
A1 A1 1 50 21.21 1.57 2.99 2.19 0.000011 0.1 261.7 0.03
A1 A1 1 100 25.14 1.57 3.18 2.25 0.000009 0.1 299.42 0.03
A1 A1 1 200 29.13 1.57 3.34 2.3 0.000008 0.1 307.08 0.03
A1 A1 1 500 34.52 1.57 3.54 2.37 0.000007 0.1 311.03 0.03

Corso d'acqua Bacino Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. Vel Chnl Top Width
(anni) (mc/s) (m) (m) (m) (m/s) (m)
D 5 PF1 Tr = 50 11.72 14.52 15 14.98 1.36 35.83
D 5 PF2 Tr = 100 12.45 14.52 15.01 14.99 1.38 36.64
D 5 PF3 Tr = 200 13.21 14.52 15.02 15 1.4 37.46
D 5 PF4 Tr = 500 14.39 14.52 15.04 15.01 1.43 38.66
D 4 PF1 Tr = 50 11.72 13.35 13.81 1.24 38.54
D 4 PF2 Tr = 100 12.45 13.35 13.83 1.26 39.41
D 4 PF3 Tr = 200 13.21 13.35 13.84 1.27 40.47
D 4 PF4 Tr = 500 14.39 13.35 13.86 1.3 42.14
D 3 PF1 Tr = 50 15.68 10.5 10.82 0.92 117.49
D 3 PF2 Tr = 100 16.55 10.5 10.82 0.93 119.83
D 3 PF3 Tr = 200 17.48 10.5 10.83 0.95 120.18
D 3 PF4 Tr = 500 18.97 10.5 10.84 0.97 120.68
D 2 PF1 Tr = 50 15.68 8 8.39 1.02 78.26
D 2 PF2 Tr = 100 16.55 8 8.4 1.03 79.84
D 2 PF3 Tr = 200 17.48 8 8.41 1.04 81.47
D 2 PF4 Tr = 500 18.97 8 8.42 1.07 83.97
D 1 PF1 Tr = 50 15.68 5.46 5.75 5.7 0.81 133.37
D 1 PF2 Tr = 100 16.55 5.46 5.75 5.7 0.82 137.43
D 1 PF3 Tr = 200 17.48 5.46 5.76 5.71 0.83 141.58
D 1 PF4 Tr = 500 18.97 5.46 5.77 5.72 0.84 147.84
E 9 PF1 Tr = 50 3.32 16.75 16.94 16.94 1.14 30.9
E 9 PF2 Tr = 100 3.53 16.75 16.94 16.95 1.16 31.71
E 9 PF3 Tr = 200 3.75 16.75 16.94 16.96 1.18 32.55
E 9 PF4 Tr = 500 4.09 16.75 16.95 16.96 1.22 33.77
E 8 PF1 Tr = 50 5.02 14.65 14.82 0.74 74.66
E 8 PF2 Tr = 100 5.27 14.65 14.82 0.76 74.9
E 8 PF3 Tr = 200 5.55 14.65 14.83 0.77 75.16
E 8 PF4 Tr = 500 6.01 14.65 14.83 0.79 75.58
E 7 PF1 Tr = 50 5.02 12.8 13.03 0.6 68.15
E 7 PF2 Tr = 100 5.27 12.8 13.03 0.61 68.65
E 7 PF3 Tr = 200 5.55 12.8 13.04 0.62 69.19
E 7 PF4 Tr = 500 6.01 12.8 13.05 0.63 70.05
E 6 PF1 Tr = 50 5.02 11.4 11.62 0.71 56.43
E 6 PF2 Tr = 100 5.27 11.4 11.63 0.73 56.81
E 6 PF3 Tr = 200 5.55 11.4 11.63 0.74 57.21
E 6 PF4 Tr = 500 6.01 11.4 11.64 0.76 57.79
E 5 PF1 Tr = 50 5.02 10.2 10.48 0.87 40.48
E 5 PF2 Tr = 100 5.27 10.2 10.48 0.88 40.75
E 5 PF3 Tr = 200 5.55 10.2 10.49 0.89 41.03
E 5 PF4 Tr = 500 6.01 10.2 10.5 0.9 41.5
E 4 PF1 Tr = 50 5.02 10 10.12 10.15 1.55 65.98
E 4 PF2 Tr = 100 5.27 10 10.12 10.15 1.58 66.02
E 4 PF3 Tr = 200 5.55 10 10.12 10.16 1.62 66.05
E 4 PF4 Tr = 500 6.01 10 10.12 10.16 1.68 66.11
E 3 PF1 Tr = 50 5.02 8.87 9.11 1.03 37.17
E 3 PF2 Tr = 100 5.27 8.87 9.11 1.05 37.68
E 3 PF3 Tr = 200 5.55 8.87 9.12 1.07 38.24
E 3 PF4 Tr = 500 6.01 8.87 9.13 9.11 1.1 39.12

Corso d'acqua Bacino Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. Vel Chnl Top Width
(anni) (mc/s) (m) (m) (m) (m/s) (m)
E 2 PF1 Tr = 50 6.76 7.5 7.75 1.07 39.26
E 2 PF2 Tr = 100 7.03 7.5 7.75 1.08 39.78
E 2 PF3 Tr = 200 7.35 7.5 7.76 1.09 40.38
E 2 PF4 Tr = 500 7.91 7.5 7.77 7.75 1.11 41.39
E 1 PF1 Tr = 50 6.76 3.5 3.76 3.74 1.12 34.94
E 1 PF2 Tr = 100 7.03 3.5 3.76 3.74 1.13 35.38
E 1 PF3 Tr = 200 7.35 3.5 3.77 3.75 1.15 35.89
E 1 PF4 Tr = 500 7.91 3.5 3.78 3.76 1.17 36.76
G 8 PF1 Tr = 50 6.08 22.8 23.34 23.34 1.65 13.73
G 8 PF2 Tr = 100 6.58 22.8 23.36 23.36 1.67 14.17
G 8 PF3 Tr = 200 7.1 22.8 23.37 23.37 1.7 14.61
G 8 PF4 Tr = 500 7.85 22.8 23.4 23.4 1.73 15.21
G 7 PF1 Tr = 50 6.08 19.8 21.73 20.78 0.47 46.69
G 7 PF2 Tr = 100 6.58 19.8 21.81 20.83 0.42 51.55
G 7 PF3 Tr = 200 7.1 19.8 21.84 20.88 0.42 53.31
G 7 PF4 Tr = 500 7.85 19.8 21.87 20.96 0.44 55.22
G 6.8 Bridge
G 6.5 PF1 Tr = 50 6.08 19.8 21.21 20.78 1.91 14.55
G 6.5 PF2 Tr = 100 6.58 19.8 21.24 1.91 16.67
G 6.5 PF3 Tr = 200 7.1 19.8 21.27 1.92 18.49
G 6.5 PF4 Tr = 500 7.85 19.8 21.32 1.86 21.6
G 6 PF1 Tr = 50 8.3 10.5 11.11 1.68 12.3
G 6 PF2 Tr = 100 9.2 10.5 11.14 1.72 12.74
G 6 PF3 Tr = 200 10.11 10.5 11.17 1.76 13.16
G 6 PF4 Tr = 500 11.37 10.5 11.21 1.81 13.7
G 5 PF1 Tr = 50 8.3 8.81 10.29 0.71 27.52
G 5 PF2 Tr = 100 9.2 8.81 10.3 0.77 28.12
G 5 PF3 Tr = 200 10.11 8.81 10.36 0.78 30.52
G 5 PF4 Tr = 500 11.37 8.81 10.41 0.8 33.15
G 4 PF1 Tr = 50 8.3 8.4 10.28 9.36 0.77 21.67
G 4 PF2 Tr = 100 9.2 8.4 10.29 9.67 0.84 21.88
G 4 PF3 Tr = 200 10.11 8.4 10.35 9.72 0.86 22.82
G 4 PF4 Tr = 500 11.37 8.4 10.4 9.78 0.89 23.83
G 3.8 Bridge
G 3.5 PF1 Tr = 50 8.3 8.4 9.36 9.36 3.1 2.8
G 3.5 PF2 Tr = 100 9.2 8.4 9.67 9.67 2.34 10.59
G 3.5 PF3 Tr = 200 10.11 8.4 9.72 9.72 2.36 11.52
G 3.5 PF4 Tr = 500 11.37 8.4 9.78 9.78 2.41 12.56
G 3 PF1 Tr = 50 8.3 8.3 8.96 8.99 2.12 10.54
G 3 PF2 Tr = 100 9.2 8.3 8.97 9.02 2.29 10.66
G 3 PF3 Tr = 200 10.11 8.3 8.99 9.05 2.41 10.88
G 3 PF4 Tr = 500 11.37 8.3 9.01 9.09 2.58 11.12
G 2 PF1 Tr = 50 8.3 4 4.4 4.47 2.25 12.36
G 2 PF2 Tr = 100 9.2 4 4.42 4.49 2.32 12.7
G 2 PF3 Tr = 200 10.11 4 4.45 4.52 2.39 13.04
G 2 PF4 Tr = 500 11.37 4 4.47 4.56 2.47 13.48
G 1 PF1 Tr = 50 8.3 1 1.28 1.45 3.33 9.4

Corso d'acqua Bacino Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. Vel Chnl Top Width
(anni) (mc/s) (m) (m) (m) (m/s) (m)
G 1 PF2 Tr = 100 9.2 1 1.3 1.48 3.45 9.46
G 1 PF3 Tr = 200 10.11 1 1.32 1.51 3.56 9.52
G 1 PF4 Tr = 500 11.37 1 1.34 1.55 3.72 9.6
H 7 PF1 Tr = 50 5.29 20.01 20.39 20.36 1.21 23.16
H 7 PF2 Tr = 100 5.7 20.01 20.4 20.38 1.22 23.92
H 7 PF3 Tr = 200 6.12 20.01 20.41 20.39 1.23 24.67
H 7 PF4 Tr = 500 6.73 20.01 20.43 20.41 1.25 25.72
H 6 PF1 Tr = 50 5.29 18.5 19.02 19.09 2.01 19.86
H 6 PF2 Tr = 100 5.7 18.5 19.03 19.1 2.05 20.29
H 6 PF3 Tr = 200 6.12 18.5 19.04 19.11 2.13 20.58
H 6 PF4 Tr = 500 6.73 18.5 19.05 19.13 2.28 20.77
H 5 PF1 Tr = 50 6.32 18.15 18.53 18.53 1.47 23.19
H 5 PF2 Tr = 100 6.72 18.15 18.54 18.54 1.48 23.76
H 5 PF3 Tr = 200 7.14 18.15 18.55 18.55 1.5 24.32
H 5 PF4 Tr = 500 7.77 18.15 18.56 18.56 1.55 24.95
H 4 PF1 Tr = 50 6.32 13.01 13.57 13.67 2.7 5.99
H 4 PF2 Tr = 100 6.72 13.01 13.59 13.69 2.76 6.02
H 4 PF3 Tr = 200 7.14 13.01 13.61 13.71 2.8 6.07
H 4 PF4 Tr = 500 7.77 13.01 13.63 13.74 2.89 6.12
H 3.5 PF1 Tr = 50 6.32 8 9.36 1.11 8.18
H 3.5 PF2 Tr = 100 6.72 8 9.38 1.14 8.33
H 3.5 PF3 Tr = 200 7.14 8 9.41 1.17 8.47
H 3.5 PF4 Tr = 500 7.77 8 9.45 1.2 8.71
H 3 PF1 Tr = 50 8.99 8 9.11 9.11 2.33 6.84
H 3 PF2 Tr = 100 9.46 8 9.13 9.13 2.37 6.94
H 3 PF3 Tr = 200 9.95 8 9.16 9.15 2.38 7.09
H 3 PF4 Tr = 500 10.75 8 9.19 9.19 2.43 7.29
H 2 PF1 Tr = 50 8.99 7.6 8.09 8.09 1.38 46.52
H 2 PF2 Tr = 100 9.46 7.6 8.1 8.1 1.38 49.86
H 2 PF3 Tr = 200 9.95 7.6 8.11 8.11 1.38 53.1
H 2 PF4 Tr = 500 10.75 7.6 8.12 8.12 1.42 56.73
H 1 PF1 Tr = 50 8.99 3.05 3.66 3.77 2.75 8.02
H 1 PF2 Tr = 100 9.46 3.05 3.68 3.79 2.76 8.18
H 1 PF3 Tr = 200 9.95 3.05 3.7 3.81 2.8 8.31
H 1 PF4 Tr = 500 10.75 3.05 3.71 3.84 2.93 8.42
Affluente H 2 PF1 Tr = 50 1.65 19.5 19.65 19.68 1.29 17.01
Affluente H 2 PF2 Tr = 100 1.72 19.5 19.65 19.68 1.31 17.27
Affluente H 2 PF3 Tr = 200 1.79 19.5 19.65 19.67 1.32 17.53
Affluente H 2 PF4 Tr = 500 1.92 19.5 19.66 19.68 1.34 18
Affluente H 1 PF1 Tr = 50 1.65 14.45 14.56 14.59 1.37 17.4
Affluente H 1 PF2 Tr = 100 1.72 14.45 14.57 14.59 1.34 17.74
Affluente H 1 PF3 Tr = 200 1.79 14.45 14.57 14.59 1.38 17.82
Affluente H 1 PF4 Tr = 500 1.92 14.45 14.57 14.61 1.44 17.97
Affluente H 0 PF1 Tr = 50 1.65 8 9.42 0.27 8.52
Affluente H 0 PF2 Tr = 100 1.72 8 9.45 0.27 8.68
Affluente H 0 PF3 Tr = 200 1.79 8 9.48 0.27 8.84
Affluente H 0 PF4 Tr = 500 1.92 8 9.52 0.27 9.41
I 8 PF1 Tr = 50 8.26 14 14.51 14.49 1.42 22.88

Corso d'acqua Bacino Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. Vel Chnl Top Width
(anni) (mc/s) (m) (m) (m) (m/s) (m)
I 8 PF2 Tr = 100 9.05 14 14.53 14.5 1.45 23.68
I 8 PF3 Tr = 200 9.84 14 14.55 14.52 1.48 24.44
I 8 PF4 Tr = 500 10.97 14 14.57 14.54 1.52 25.47
I 7 PF1 Tr = 50 8.26 10.82 12.15 12.02 3.11 2
I 7 PF2 Tr = 100 9.05 10.82 12.18 12.09 3.32 2
I 7 PF3 Tr = 200 9.84 10.82 12.22 12.17 3.51 2
I 7 PF4 Tr = 500 10.97 10.82 12.27 12.27 3.78 2
I 6 PF1 Tr = 50 8.26 10.5 12.25 0.58 18.53
I 6 PF2 Tr = 100 9.05 10.5 12.33 0.57 20.75
I 6 PF3 Tr = 200 9.84 10.5 12.42 0.55 22.38
I 6 PF4 Tr = 500 10.97 10.5 12.54 0.53 23.93
I 5 PF1 Tr = 50 8.26 10.28 12.23 0.48 27.55
I 5 PF2 Tr = 100 9.05 10.28 12.31 0.46 27.84
I 5 PF3 Tr = 200 9.84 10.28 12.4 0.45 28.16
I 5 PF4 Tr = 500 10.97 10.28 12.53 0.43 29.03
I 4 PF1 Tr = 50 8.26 9.5 11.44 2.13 2
I 4 PF2 Tr = 100 9.05 9.5 11.54 2.21 2
I 4 PF3 Tr = 200 9.84 9.5 11.64 2.3 2
I 4 PF4 Tr = 500 10.97 9.5 11.78 2.41 2
I 3 PF1 Tr = 50 8.26 9.31 9.76 9.98 4.08 8.76
I 3 PF2 Tr = 100 9.05 9.31 9.78 10.01 4.15 9.22
I 3 PF3 Tr = 200 9.84 9.31 9.8 10.03 4.22 9.66
I 3 PF4 Tr = 500 10.97 9.31 9.82 10.06 4.32 10.22
I 2 PF1 Tr = 50 10.01 7.2 7.66 7.69 1.72 25.05
I 2 PF2 Tr = 100 10.82 7.2 7.68 7.7 1.73 26
I 2 PF3 Tr = 200 11.64 7.2 7.7 7.72 1.73 26.93
I 2 PF4 Tr = 500 12.86 7.2 7.72 7.74 1.76 28.06
I 1 PF1 Tr = 50 10.01 3.7 4.07 4.06 1.27 39.9
I 1 PF2 Tr = 100 10.82 3.7 4.08 4.07 1.3 40.71
I 1 PF3 Tr = 200 11.64 3.7 4.09 4.08 1.33 41.49
I 1 PF4 Tr = 500 12.86 3.7 4.11 4.1 1.37 42.61
Q 8 PF1 Tr = 50 2.7 20 20.07 20.07 0.94 44.8
Q 8 PF2 Tr = 100 2.95 20 20.07 20.08 0.97 44.89
Q 8 PF3 Tr = 200 3.17 20 20.07 20.08 1 44.97
Q 8 PF4 Tr = 500 3.5 20 20.08 20.09 1.04 45.08
Q 7 PF1 Tr = 50 2.7 17.21 17.41 17.43 1.26 21.64
Q 7 PF2 Tr = 100 2.95 17.21 17.41 17.44 1.29 22.33
Q 7 PF3 Tr = 200 3.17 17.21 17.42 17.44 1.33 22.79
Q 7 PF4 Tr = 500 3.5 17.21 17.43 17.45 1.36 23.66
Q 6 PF1 Tr = 50 2.7 14.46 14.65 14.68 1.41 20.15
Q 6 PF2 Tr = 100 2.95 14.46 14.66 14.69 1.44 20.81
Q 6 PF3 Tr = 200 3.17 14.46 14.66 14.69 1.47 21.36
Q 6 PF4 Tr = 500 3.5 14.46 14.67 14.7 1.5 22.19
Q 5.5 PF1 Tr = 50 2.7 11 11.3 11.32 1.44 12.35
Q 5.5 PF2 Tr = 100 2.95 11 11.32 11.33 1.46 12.82
Q 5.5 PF3 Tr = 200 3.17 11 11.32 11.34 1.49 13.16
Q 5.5 PF4 Tr = 500 3.5 11 11.33 11.36 1.54 13.6
Q 5 PF1 Tr = 50 2.7 6.73 6.94 6.92 0.74 34.5

Corso d'acqua Bacino Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. Vel Chnl Top Width
(anni) (mc/s) (m) (m) (m) (m/s) (m)
Q 5 PF2 Tr = 100 2.95 6.73 6.97 6.92 0.61 72.48
Q 5 PF3 Tr = 200 3.17 6.73 6.97 6.93 0.58 90.88
Q 5 PF4 Tr = 500 3.5 6.73 6.98 6.93 0.57 107.29
Q 4 PF1 Tr = 50 3.74 5.78 5.98 5.97 1.07 26.78
Q 4 PF2 Tr = 100 3.96 5.78 5.98 5.98 1.09 27.27
Q 4 PF3 Tr = 200 4.2 5.78 5.99 5.99 1.11 28.03
Q 4 PF4 Tr = 500 4.58 5.78 6 5.99 1.14 30.2
Q 3 PF1 Tr = 50 3.74 4.3 4.41 4.39 0.6 75.6
Q 3 PF2 Tr = 100 3.96 4.3 4.41 4.39 0.61 75.88
Q 3 PF3 Tr = 200 4.2 4.3 4.41 4.39 0.63 76.16
Q 3 PF4 Tr = 500 4.58 4.3 4.42 4.4 0.65 76.58
Q 2 PF1 Tr = 50 3.74 3.5 3.62 0.48 108.25
Q 2 PF2 Tr = 100 3.96 3.5 3.63 0.49 108.84
Q 2 PF3 Tr = 200 4.2 3.5 3.63 0.5 109.26
Q 2 PF4 Tr = 500 4.58 3.5 3.63 0.51 109.86
Q 1 PF1 Tr = 50 3.74 2.6 2.78 2.74 0.47 75.2
Q 1 PF2 Tr = 100 3.96 2.6 2.79 2.74 0.48 75.84
Q 1 PF3 Tr = 200 4.2 2.6 2.79 2.74 0.49 76.53
Q 1 PF4 Tr = 500 4.58 2.6 2.8 2.75 0.51 77.58
B9 2 PF1 Tr = 50 5.1 37.5 38.25 38.38 2.71 8.23
B9 2 PF2 Tr = 100 5.41 37.5 38.26 38.39 2.74 8.49
B9 2 PF3 Tr = 200 5.74 37.5 38.28 38.41 2.77 8.75
B9 2 PF4 Tr = 500 6.22 37.5 38.29 38.42 2.82 9.11
B9 1 PF1 Tr = 50 5.1 30.4 31.05 31.07 1.43 41.55
B9 1 PF2 Tr = 100 5.41 30.4 31.05 31.08 1.46 41.66
B9 1 PF3 Tr = 200 5.74 30.4 31.05 31.08 1.5 41.76
B9 1 PF4 Tr = 500 6.22 30.4 31.06 31.09 1.55 41.91

Bacino Sezione Profilo Q Tot Min Ch El W.S. Elev Crit W.S. Vel Chnl Top Width
(m3/s) (m) (m) (m) (m/s) (m)
Tr 50
monte 10 MaxWS 23.56 0.2 2.64 0.65 127.78
monte 9.5 MaxWS 23.54 0.2 2.64 0.41 233.43
Stangioni 9 MaxWS 34.91 0.2 2.64 0.34 233.43
Stangioni 8 MaxWS 34.92 0.2 2.65 0.15 257
Stangioni 7.6 MaxWS 34.92 0.2 2.65 0.73 0.2 384.77
Stangioni 7.5 Inl Struct
Stangioni 7.4 MaxWS 34.9 0.2 1.69 1.07 23.97
Stangioni 7 MaxWS 34.9 0.2 1.73 0.49 49.51
Stangioni 6.1 MaxWS 34.9 0.2 1.74 0.24 99.29
Stangioni 6 MaxWS 34.9 0.2 1.74 0.2 115.44
Stangioni 5.6 MaxWS 34.9 0.2 1.74 0.41 0.19 133.23
Stangioni 5.5 Inl Struct
Stangioni 5.4 MaxWS 31.7 0.2 1.62 0.2 120.72
Stangioni 5 MaxWS 31.7 0.2 1.62 0.2 118.29
Stangioni 4.6 MaxWS 31.7 0.2 1.62 0.41 0.2 116.95
Stangioni 4.5 Inl Struct
Stangioni 4.4 MaxWS 31.65 -0.6 1.62 0.15 117.82
Stangioni 4.1 MaxWS 31.63 -0.6 1.62 0.18 268.27
Stangioni 4 MaxWS 31.57 -0.6 1.62 0.2 262.03
Stangioni 3.2 MaxWS 31.53 -0.6 1.62 0.15 270.13
Stangioni 3.1 MaxWS 31.52 -0.6 1.62 0.14 331.71
Stangioni 3 MaxWS 31.51 0.2 1.61 1.35 0.96 209.73
Stangioni 2.99 Inl Struct
Stangioni 2.9 MaxWS 31.49 0.2 1.59 0.66 326.48
Stangioni 2 MaxWS 31.31 0.15 1.44 0.65 358.44
Stangioni 1.9 MaxWS 31.22 0.12 1.26 0.94 340
Stangioni 1.2 MaxWS 31.07 0 1.09 0.33 286.78
Stangioni 1.1 MaxWS 31.06 -0.1 1 1.08 397.32
Stangioni 1 MaxWS 31.05 -0.3 0.28 0.2 0.64 294.71
Tr.100
monte 10 MaxWS 27.75 0.2 2.66 0.74 130.32
monte 9.5 MaxWS 27.71 0.2 2.66 0.46 236.39
Stangioni 9 MaxWS 41.13 0.2 2.66 0.39 236.39
Stangioni 8 MaxWS 41.14 0.2 2.66 0.18 257
Stangioni 7.6 MaxWS 41.15 0.2 2.66 0.79 0.23 387
Stangioni 7.5 Inl Struct
Stangioni 7.4 MaxWS 41.11 0.2 1.71 1.24 24.02
Stangioni 7 MaxWS 41.12 0.2 1.76 0.57 49.66
Stangioni 6.1 MaxWS 41.12 0.2 1.77 0.27 99.45
Stangioni 6 MaxWS 41.12 0.2 1.77 0.23 115.58
Stangioni 5.6 MaxWS 41.12 0.2 1.77 0.44 0.22 136.55
Stangioni 5.5 Inl Struct
Stangioni 5.4 MaxWS 38.83 0.2 1.66 0.23 125.28
Stangioni 5 MaxWS 38.8 0.2 1.66 0.24 123.12
Stangioni 4.6 MaxWS 38.78 0.2 1.66 0.44 0.24 123.08
Stangioni 4.5 Inl Struct
Stangioni 4.4 MaxWS 38.35 -0.6 1.65 0.18 124.49
Stangioni 4.1 MaxWS 38.32 -0.6 1.65 0.22 273.59
Stangioni 4 MaxWS 38.32 -0.6 1.65 0.24 266.7
Stangioni 3.2 MaxWS 38.33 -0.6 1.65 0.18 274.7
Stangioni 3.1 MaxWS 38.32 -0.6 1.65 0.16 335.05
Stangioni 3 MaxWS 38.31 0.2 1.64 1.35 1.05 216.08

Bacino Sezione Profilo Q Tot Min Ch El W.S. Elev Crit W.S. Vel Chnl Top Width
(m3/s) (m) (m) (m) (m/s) (m)
Stangioni 2.99 Inl Struct
Stangioni 2.9 MaxWS 38.28 0.2 1.61 0.68 342.92
Stangioni 2 MaxWS 38.11 0.15 1.47 0.67 379.57
Stangioni 1.9 MaxWS 38.04 0.12 1.28 0.94 350.29
Stangioni 1.2 MaxWS 37.88 0 1.13 0.36 297.17
Stangioni 1.1 MaxWS 37.87 -0.1 1.03 0.95 400
Stangioni 1 MaxWS 37.85 -0.3 0.31 0.22 0.66 317.59
Tr.200
monte 10 MaxWS 31.93 0.2 2.68 0.83 132.73
monte 9.5 MaxWS 31.9 0.2 2.68 0.51 239.25
Stangioni 9 MaxWS 47.35 0.2 2.68 0.44 239.25
Stangioni 8 MaxWS 47.37 0.2 2.68 0.2 257
Stangioni 7.6 MaxWS 47.38 0.2 2.68 0.84 0.26 389
Stangioni 7.5 Inl Struct
Stangioni 7.4 MaxWS 47.33 0.2 1.72 1.41 24.06
Stangioni 7 MaxWS 47.35 0.2 1.79 0.64 49.79
Stangioni 6.1 MaxWS 47.35 0.2 1.81 0.31 100
Stangioni 6 MaxWS 47.35 0.2 1.81 0.26 116.51
Stangioni 5.6 MaxWS 47.35 0.2 1.81 0.46 0.25 139.64
Stangioni 5.5 Inl Struct
Stangioni 5.4 MaxWS 45.24 0.2 1.69 0.27 129.42
Stangioni 5 MaxWS 45.21 0.2 1.69 0.27 127.55
Stangioni 4.6 MaxWS 45.21 0.2 1.69 0.46 0.28 129.31
Stangioni 4.5 Inl Struct
Stangioni 4.4 MaxWS 44.95 -0.6 1.68 0.21 130.34
Stangioni 4.1 MaxWS 44.81 -0.6 1.68 0.25 278.35
Stangioni 4 MaxWS 44.77 -0.6 1.68 0.27 270.79
Stangioni 3.2 MaxWS 44.75 -0.6 1.68 0.21 278.7
Stangioni 3.1 MaxWS 44.75 -0.6 1.68 0.18 338
Stangioni 3 MaxWS 44.75 0.2 1.66 1.49 1.13 221.76
Stangioni 2.99 Inl Struct
Stangioni 2.9 MaxWS 44.71 0.2 1.64 0.69 346.09
Stangioni 2 MaxWS 44.57 0.15 1.49 0.68 382.96
Stangioni 1.9 MaxWS 44.48 0.12 1.3 0.94 358.32
Stangioni 1.2 MaxWS 44.31 0 1.15 0.38 306.56
Stangioni 1.1 MaxWS 44.29 -0.1 1.06 0.88 400
Stangioni 1 MaxWS 44.27 -0.3 0.33 0.23 0.68 336.82
Tr.500
monte 10 MaxWS 37.45 0.2 2.7 0.93 133
monte 9.5 MaxWS 37.42 0.2 2.7 0.57 242.71
Stangioni 9 MaxWS 55.57 0.2 2.7 0.5 242.71
Stangioni 8 MaxWS 55.6 0.2 2.7 0.23 257
Stangioni 7.6 MaxWS 55.61 0.2 2.7 0.92 0.29 389
Stangioni 7.5 Inl Struct
Stangioni 7.4 MaxWS 55.52 0.2 1.73 1.64 24.09
Stangioni 7 MaxWS 55.57 0.2 1.83 0.73 55.01
Stangioni 6.1 MaxWS 55.57 0.2 1.85 0.35 102.3
Stangioni 6 MaxWS 55.57 0.2 1.85 0.3 120.4
Stangioni 5.6 MaxWS 55.57 0.2 1.85 0.49 0.28 143.5
Stangioni 5.5 Inl Struct
Stangioni 5.4 MaxWS 53.48 0.2 1.72 0.31 134.35
Stangioni 5 MaxWS 53.48 0.2 1.72 0.32 132.82

Bacino Sezione Profilo Q Tot Min Ch El W.S. Elev Crit W.S. Vel Chnl Top Width
(m3/s) (m) (m) (m) (m/s) (m)
Stangioni 4.6 MaxWS 53.46 0.2 1.72 0.5 0.32 136.67
Stangioni 4.5 Inl Struct
Stangioni 4.4 MaxWS 53.16 -0.6 1.72 0.24 137.32
Stangioni 4.1 MaxWS 53.07 -0.6 1.72 0.28 283.93
Stangioni 4 MaxWS 53.05 -0.6 1.71 0.31 275.64
Stangioni 3.2 MaxWS 53.06 -0.6 1.72 0.24 283.45
Stangioni 3.1 MaxWS 53.06 -0.6 1.72 0.21 341.47
Stangioni 3 MaxWS 53.05 0.2 1.69 1.53 1.21 228.44
Stangioni 2.99 Inl Struct
Stangioni 2.9 MaxWS 53 0.2 1.67 0.71 349.65
Stangioni 2 MaxWS 52.85 0.15 1.52 0.69 385.89
Stangioni 1.9 MaxWS 52.74 0.12 1.33 0.93 368.22
Stangioni 1.2 MaxWS 52.53 0 1.19 0.4 318.15
Stangioni 1.1 MaxWS 52.51 -0.1 1.09 0.81 400
Stangioni 1 MaxWS 52.49 -0.3 0.36 0.25 0.7 358.65

Bacino Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Numero
(anni) (mc/s) (m) (m) (m) (m/m) (m/s) di Froude
tk4 4.4 50 1.48 2.79 2.91 2.91 0.031229 0.74 1
tk4 4.4 100 1.64 2.79 2.91 2.91 0.030884 0.75 1
tk4 4.4 200 1.8 2.79 2.92 2.92 0.030639 0.76 1
tk4 4.4 500 2.03 2.79 2.92 2.92 0.031445 0.79 1.01
tk4 4.3 50 1.48 2.51 2.71 2.61 0.000989 0.22 0.2
tk4 4.3 100 1.64 2.51 2.72 2.62 0.001017 0.23 0.21
tk4 4.3 200 1.8 2.51 2.72 2.62 0.001038 0.24 0.21
tk4 4.3 500 2.03 2.51 2.73 2.62 0.001047 0.25 0.21
tk4 4.2 50 1.48 2.39 2.5 0.011571 0.52 0.63
tk4 4.2 100 1.64 2.39 2.5 0.011684 0.54 0.64
tk4 4.2 200 1.8 2.39 2.51 0.011628 0.56 0.64
tk4 4.2 500 2.03 2.39 2.51 2.49 0.011673 0.59 0.65
tk4 4.1 50 1.48 1.88 2.01 1.99 0.012614 0.53 0.65
tk4 4.1 100 1.64 1.88 2.02 2 0.01261 0.54 0.66
tk4 4.1 200 1.8 1.88 2.02 2 0.012607 0.55 0.66
tk4 4.1 500 2.03 1.88 2.03 2.01 0.012603 0.57 0.66
tk3 3.3 50 0.64 3.4 3.51 3.51 0.031622 0.72 1
tk3 3.3 100 0.71 3.4 3.51 3.51 0.031238 0.74 1
tk3 3.3 200 0.79 3.4 3.52 3.52 0.031999 0.76 1.01
tk3 3.3 500 0.89 3.4 3.52 3.52 0.033398 0.8 1.04
tk3 3.2 50 0.64 2.57 2.84 2.64 0.000044 0.06 0.04
tk3 3.2 100 0.71 2.57 2.85 2.64 0.000042 0.06 0.04
tk3 3.2 200 0.79 2.57 2.87 2.65 0.000042 0.06 0.04
tk3 3.2 500 0.89 2.57 2.89 2.65 0.000039 0.06 0.04
tk3 3.1 50 0.64 2.43 2.84 0.000002 0.02 0.01
tk3 3.1 100 0.71 2.43 2.85 0.000002 0.02 0.01
tk3 3.1 200 0.79 2.43 2.87 0.000003 0.02 0.01
tk3 3.1 500 0.89 2.43 2.89 0.000003 0.02 0.01
tk2 2.4 50 3.67 6.55 6.78 6.8 0.038014 1.31 1.24
tk2 2.4 100 4.06 6.55 6.79 6.81 0.038013 1.34 1.25
tk2 2.4 200 4.46 6.55 6.8 6.82 0.038015 1.38 1.25
tk2 2.4 500 5 6.55 6.81 6.83 0.038015 1.42 1.26
tk2 2.3 50 3.67 5.07 5.32 5.34 0.036788 1.36 1.23
tk2 2.3 100 4.06 5.07 5.33 5.35 0.036734 1.39 1.24
tk2 2.3 200 4.46 5.07 5.34 5.36 0.036711 1.43 1.25
tk2 2.3 500 5 5.07 5.35 5.37 0.036668 1.47 1.26
tk2 2.2 50 3.67 3.05 3.26 3.26 0.026086 1.04 1.01
tk2 2.2 100 4.06 3.05 3.27 3.27 0.025613 1.06 1.01
tk2 2.2 200 4.46 3.05 3.28 3.28 0.024922 1.07 1.01
tk2 2.2 500 5 3.05 3.29 3.29 0.025002 1.1 1.01
tk2 2.1 50 3.67 2.47 2.85 2.62 0.000194 0.14 0.1
tk2 2.1 100 4.06 2.47 2.86 2.62 0.000188 0.15 0.1
tk2 2.1 200 4.46 2.47 2.88 2.63 0.000184 0.15 0.1
tk2 2.1 500 5 2.47 2.9 2.64 0.000179 0.16 0.1
tk1 1.6 50 1 3.54 3.62 3.62 0.030965 0.75 1

Bacino Sezione Tr Q Tot Min Ch El W.S. Elev Crit W.S. E.G. Slope Vel Chnl Numero
(anni) (mc/s) (m) (m) (m) (m/m) (m/s) di Froude
tk1 1.6 100 1.11 3.54 3.63 3.63 0.033374 0.8 1.04
tk1 1.6 200 1.22 3.54 3.63 3.63 0.030204 0.8 1
tk1 1.6 500 1.37 3.54 3.64 3.64 0.029825 0.83 1.01
tk1 1.5 50 1 2.38 2.85 2.48 0.000017 0.05 0.03
tk1 1.5 100 1.11 2.38 2.86 2.49 0.000018 0.05 0.03
tk1 1.5 200 1.22 2.38 2.88 2.49 0.000019 0.05 0.03
tk1 1.5 500 1.37 2.38 2.9 2.49 0.00002 0.05 0.03
tk1 1.45 50 1 2.33 2.85 0.000009 0.04 0.02
tk1 1.45 100 1.11 2.33 2.86 0.00001 0.04 0.02
tk1 1.45 200 1.22 2.33 2.88 0.00001 0.05 0.02
tk1 1.45 500 1.37 2.33 2.9 0.000011 0.05 0.03
tk1 1.45 50 4.67 2.33 2.84 0.000201 0.19 0.11
tk1 1.45 100 5.17 2.33 2.86 0.000215 0.21 0.11
tk1 1.45 200 5.67 2.33 2.88 0.000228 0.21 0.12
tk1 1.45 500 6.37 2.33 2.9 0.000245 0.23 0.12
tk1 1.4 50 4.67 2.18 2.84 0.000108 0.14 0.08
tk1 1.4 100 5.17 2.18 2.86 0.000115 0.15 0.08
tk1 1.4 200 5.67 2.18 2.87 0.000122 0.15 0.08
tk1 1.4 500 6.37 2.18 2.89 0.000131 0.16 0.09
tk1 1.3 50 4.67 2.26 2.84 0.000125 0.15 0.08
tk1 1.3 100 5.17 2.26 2.85 0.000135 0.16 0.09
tk1 1.3 200 5.67 2.26 2.87 0.000144 0.17 0.09
tk1 1.3 500 6.37 2.26 2.89 0.000155 0.18 0.1
tk1 1.3 50 5.9 2.26 2.84 0.000201 0.19 0.11
tk1 1.3 100 6.54 2.26 2.85 0.000217 0.2 0.11
tk1 1.3 200 7.17 2.26 2.87 0.000231 0.21 0.12
tk1 1.3 500 8.05 2.26 2.89 0.00025 0.23 0.12
tk1 1.2 50 5.9 2.47 2.77 0.002997 0.48 0.37
tk1 1.2 100 6.54 2.47 2.79 0.003029 0.49 0.38
tk1 1.2 200 7.17 2.47 2.8 0.00306 0.5 0.38
tk1 1.2 500 8.05 2.47 2.81 0.003096 0.52 0.38
tk1 1.1 50 5.9 2.25 2.55 2.45 0.002793 0.43 0.35
tk1 1.1 100 6.54 2.25 2.56 2.45 0.002793 0.44 0.35
tk1 1.1 200 7.17 2.25 2.57 2.46 0.002791 0.45 0.36
tk1 1.1 500 8.05 2.25 2.59 2.47 0.002791 0.46 0.36

Elevation (m)
Elevation (m)
Elevation (m)
29.5
29.0
28.5
28.0
27.5
27.0
River = A1 Reach = A1 RS = 9
26.5
70 75 80 85 90 95 100 105 110
20.0
19.5
19.0
18.5
18.0
17.5
17.0
.04 .035 .04
Station (m)
16.5
45 50 55 60 65 70 75 80 85
12.2
12.0
11.8
11.6
11.4
River = A1 Reach = A1 RS = 7.5
.04 .035 .04
Station (m)
River = A1 Reach = A1 RS = 6.1
.04 . 03
11.2
20 40 60 80 100 120 140
5
Station (m)
.04
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
22.0
21.5
21.0
20.5
20.0
River = A1 Reach = A1 RS = 8
.04 .035
19.5
30 35 40 45 50 55 60 65
14.0
13.8
13.6
13.4
13.2
13.0
12.8
12.6
12.0
11.5
11.0
10.5
10.0
Station (m)
River = A1 Reach = A1 RS = 7
.04 .
0
3
5
40 50 60 70 80 90 100 110 120
Station (m)
.04
River = A1 Reach = A1 RS = 6
.
0
4
.035 .04
9.5
45 50 55 60 65 70 75 80
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
9.6
9.4
9.2
9.0
8.8
8.6
River = A1 Reach = A1 RS = 5
8.4
0 10 20 30 40 50 60 70 80
5.0
4.9
4.8
4.7
4.6
4.5
4.4
4.3
4.2
.04 .
0
3
5
Station (m)
4.1
60 80 100 120 140 160 180
5
4
3
2
1
.
0
4
River = A1 Reach = A1 RS = 3
.04 .
0
3
5
.04
Station (m)
River = A1 Reach = A1 RS = 1
.04 . 03
5
0
50 100 150 200 250 300 350 400
Station (m)
.04
Legend
WS 50
WS 100
WS 200
WS 500
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
7.4
7.2
7.0
6.8
6.6
6.4
6.2
6.0
.
0
4
River = A1 Reach = A1 RS = 4
.035 .04
5.8
50 60 70 80 90 100 110 120
4.0
3.5
3.0
2.5
2.0
Station (m)
River = A1 Reach = A1 RS = 2
.04 .
0
3
5
1.5
600 650 700 750 800 850 900
46.0
45.5
45.0
44.5
44.0
Station (m)
.04
River = A3 Reach = A3 RS = 13.5
.04 .035 . 04
43.5
210 220 230 240 250 260
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
34.5
34.0
33.5
33.0
32.5
River = A3 Reach = A3 RS = 13
32.0
190 200 210 220 230 240 250 260
17.8
17.6
17.4
17.2
17.0
16.8
16.6
16.4
11.6
11.4
11.2
11.0
10.8
10.6
10.4
10.2
.
0
3
5
.04
Station (m)
River = A3 Reach = A3 RS = 11
.04 .
0
3
5
60 80 100 120 140 160 180 200 220
Station (m)
.04
River = A3 Reach = A3 RS = 9
.04 . 03
0 50 100 150 200 250
Station (m)
5
.
0
4
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
23.5
23.0
22.5
22.0
21.5
21.0
River = A3 Reach = A3 RS = 12
.
0
4
.
0
3
5
.04
20.5
120 140 160 180 200 220 240 260
13.2
13.0
12.8
12.6
12.4
12.2
Station (m)
River = A3 Reach = A3 RS = 10
.04 .
0
3
5
12.0
0 20 40 60 80 100 120
9.4
9.2
9.0
8.8
8.6
8.4
8.2
8.0
Station (m)
.04
River = A3 Reach = A3 RS = 8
.04 . 03
5
7.8
520 540 560 580 600 620 640
Station (m)
.04
Legend
WS 50
WS 100
WS 200
WS 500
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 100
WS 200
WS 500
WS 50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
9
8
7
6
5
River = A3 Reach = A3 RS = 7
.04 . .
0 0
3 4
5
4
0 100 200 300 400 500 600 700
8.0
7.5
7.0
6.5
6.0
5.5
Station (m)
5.0
460 480 500 520 540 560 580 600
6.5
6.0
5.5
5.0
4.5
4.0
River = A3 Reach = A3 RS = 6
.04 . .
0 0
3 4
5
Station (m)
River = A3 Reach = A3 RS = 5
.04 . 03
3.5
300 350 400 450 500 550 600
Station (m)
5
.
0
4
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
8.6
8.4
8.2
8.0
7.8
7.6
7.4
7.2
7.0
River = A3 Reach = A3 RS = 6.5
.04 .035 .04
6.8
280 300 320 340 360 380 400 420
6.0
5.5
5.0
4.5
4.0
Station (m)
River = A3 Reach = A3 RS = 5.1
.04 .
0
3
5
3.5
200 250 300 350 400 450 500
4.5
4.0
3.5
3.0
Station (m)
.
0
4
River = A3 Reach = A3 RS = 4
.04 .035 .04
2.5
480 500 520 540 560 580 600
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 50
WS 100
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
3.6
3.4
3.2
3.0
2.8
2.6
2.4
River = A3 Reach = A3 RS = 3
2.2
240 260 280 300 320 340 360
4.0
3.5
3.0
2.5
2.0
1.5
1.0
.04 .035 .04
Station (m)
0.5
0 50 100 150 200 250 300 350
71.0
70.5
70.0
69.5
69.0
River = A3 Reach = A3 RS = 2
.04 .
0
3
5
Station (m)
.04
River = B1 Reach = B1 RS = 7
.04 . 03
68.5
0 50 100 150 200 250 300
Station (m)
5
.
0
4
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
4.5
4.0
3.5
3.0
2.5
2.0
1.5
1.0
River = A3 Reach = A3 RS = 2.1
.04 .
0
3
5
0.5
0 50 100 150 200 250 300 350
6
5
4
3
2
1
59.8
59.6
59.4
59.2
59.0
58.8
58.6
Station (m)
.04
River = A3 Reach = A3 RS = 1
.04 .
0
3
5
0
50 100 150 200 250 300 350 400
Station (m)
.04
River = B1 Reach = B1 RS = 6
.04 .035 .04
58.4
70 80 90 100 110 120
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
50
48
46
44
42
River = B1 Reach = B1 RS = 5
40
0 50 100 150 200 250
33.6
33.4
33.2
33.0
32.8
32.6
32.4
32.2
.04 .
0
3
5
Station (m)
.04
32.0
40 60 80 100 120 140 160 180 200 220 240
30
29
28
27
26
25
River = B1 Reach = B1 RS = 3
.04 .035 .04
Station (m)
River = B1 Reach = B1 RS = 1
.04 . 03
5
24
0 50 100 150 200 250
Station (m)
.04
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
42.0
41.5
41.0
40.5
40.0
39.5
River = B1 Reach = B1 RS = 4
.04 .
0
3
5
39.0
0 50 100 150 200 250
30.0
29.8
29.6
29.4
29.2
29.0
28.8
28.6
Station (m)
.04
River = B1 Reach = B1 RS = 2
.035
28.4
40 60 80 100 120 140 160
38.5
38.0
37.5
37.0
36.5
36.0
35.5
Station (m)
River = B10 Reach = B10 RS = 12
.04 .035 .04
35.0
95 100 105 110 115 120
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
34.8
34.6
34.4
34.2
34.0
33.8
River = B10 Reach = B10 RS = 11
33.6
65 70 75 80 85 90 95 100
34.0
33.5
33.0
32.5
32.0
31.5
.04 .035 .04
Station (m)
31.0
30 40 50 60 70 80
30.0
29.5
29.0
28.5
28.0
River = B10 Reach = B10 RS = 9
.04 .035 .04
Station (m)
River = B10 Reach = B10 RS = 7
.035
27.5
18 20 22 24 26 28 30
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
35.0
34.5
34.0
33.5
River = B10 Reach = B10 RS = 10
.04 .035 .04
33.0
60 70 80 90 100 110
32.0
31.5
31.0
30.5
30.0
29.5
Station (m)
River = B10 Reach = B10 RS = 8
.04 .035 .04
29.0
160 170 180 190 200 210
29.0
28.5
28.0
27.5
27.0
Station (m)
River = B10 Reach = B10 RS = 6
.04 .035 .04
26.5
80 90 100 110 120 130 140 150
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
28.5
28.0
27.5
27.0
26.5
26.0
25.5
River = B10 Reach = B10 RS = 5
25.0
120 140 160 180 200 220 240 260 280
25.0
24.5
24.0
23.5
23.0
.
0
4
.
0
3
5
.04
Station (m)
22.5
95 100 105 110 115 120 125
22.0
21.5
21.0
20.5
20.0
19.5
19.0
18.5
River = B10 Reach = B10 RS = 3
.04 .035
Station (m)
River = B10 Reach = B10 RS = 1
.04 .035 .04
18.0
70 80 90 100 110 120 130 140
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
26.0
25.5
25.0
24.5
24.0
River = B10 Reach = B10 RS = 4
.04 .
0
3
5
23.5
60 80 100 120 140 160
23.0
22.5
22.0
21.5
21.0
Station (m)
.04
River = B10 Reach = B10 RS = 2
.04 .035
20.5
64 66 68 70 72 74 76 78 80
50.0
49.8
49.6
49.4
49.2
Station (m)
River = B4 Reach = B4 RS = 6.7
.035
49.0
14 16 18 20 22 24 26 28 30 32
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
42.3
42.2
42.1
42.0
41.9
41.8
River = B4 Reach = B4 RS = 6.5
41.7
40 42 44 46 48 50 52 54 56 58 60
39.0
38.5
38.0
37.5
37.0
36.5
36.0
35.5
.035
Station (m)
35.0
40 50 60 70 80 90
33.6
33.4
33.2
33.0
32.8
32.6
32.4
River = B4 Reach = B4 RS = 5
.035
Station (m)
River = B4 Reach = B4 RS = 3
.035
32.2
10 20 30 40 50 60 70
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
40.8
40.6
40.4
40.2
40.0
River = B4 Reach = B4 RS = 6
.035
39.8
10 20 30 40 50 60 70 80
35.0
34.5
34.0
33.5
33.0
32.5
Station (m)
River = B4 Reach = B4 RS = 4
.035
32.0
50 60 70 80 90 100
30.3
30.2
30.1
30.0
29.9
29.8
29.7
Station (m)
River = B4 Reach = B4 RS = 2.5
.035
29.6
70 80 90 100 110 120 130
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
29.0
28.8
28.6
28.4
28.2
28.0
27.8
27.6
27.4
River = B4 Reach = B4 RS = 2
27.2
10 15 20 25 30 35 40 45 50 55
36.8
36.6
36.4
36.2
36.0
.035
Station (m)
35.8
36 38 40 42 44 46 48
35.8
35.6
35.4
35.2
35.0
34.8
34.6
River = B5 Reach = B5 RS = 9
.035
Station (m)
River = B5 Reach = B5 RS = 7
.04 .035 .04
34.4
65 70 75 80 85 90 95 100
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
24.6
24.5
24.4
24.3
River = B4 Reach = B4 RS = 1
.035
24.2
20 40 60 80 100 120
36.8
36.6
36.4
36.2
36.0
35.8
Station (m)
River = B5 Reach = B5 RS = 8
.035
35.6
28 30 32 34 36 38 40 42 44 46
32.8
32.6
32.4
32.2
Station (m)
River = B5 Reach = B5 RS = 6
.035 .04
32.0
30 40 50 60 70 80 90
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
31.8
31.6
31.4
31.2
31.0
River = B5 Reach = B5 RS = 5
30.8
0 50 100 150 200 250
32
31
30
29
.035
Station (m)
28
0 50 100 150 200 250 300 350
33
32
31
30
29
28
River = B5 Reach = B5 RS = 3
.035
Station (m)
River = B5 Reach = B5 RS = 2
.04 .035 .04
27
0 50 100 150 200 250 300
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
30.4
30.2
30.0
29.8
29.6
29.4
29.2
River = B5 Reach = B5 RS = 4
.035 .04
29.0
60 70 80 90 100 110 120
31.0
30.5
30.0
29.5
29.0
28.5
28.0
Station (m)
River = B5 Reach = B5 RS = 2.5
.035 .04
27.5
0 50 100 150 200 250 300
33
32
31
30
29
28
Station (m)
River = B5 Reach = B5 RS = 1
.035 .04
27
0 50 100 150 200 250 300 350
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
56.0
55.5
55.0
54.5
River = B8 Reach = B8 RS = 7
54.0
105 110 115 120 125 130 135 140 145
48.0
47.9
47.8
47.7
47.6
47.5
.035
Station (m)
47.4
105 110 115 120 125 130 135
41.2
41.0
40.8
40.6
River = B8 Reach = B8 RS = 5
.035
Station (m)
River = B8 Reach = B8 RS = 3
.035
40.4
50 55 60 65 70 75 80 85
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
51.2
51.0
50.8
50.6
50.4
50.2
50.0
River = B8 Reach = B8 RS = 6
.035
49.8
75 80 85 90 95 100 105
44.4
44.2
44.0
43.8
43.6
Station (m)
River = B8 Reach = B8 RS = 4
.035 .
0
4
43.4
55 60 65 70 75 80 85 90 95
37.2
37.1
37.0
36.9
36.8
Station (m)
River = B8 Reach = B8 RS = 2
.035
36.7
20 30 40 50 60 70 80 90
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
35.4
35.2
35.0
34.8
River = B8 Reach = B8 RS = 1.5
34.6
35 40 45 50 55 60 65 70 75
45.0
44.5
44.0
43.5
43.0
42.5
.035
Station (m)
River = Santu Mischinu Reach = Santu Mischinu RS = 11
.04 .035 .04
42.0
10 20 30 40 50 60 70
Station (m)
River = Santu Mischinu Reach = Santu Mischinu RS = 9.5
45
44
43
42
41
.04 . 03
40
10 20 30 40 50 60 70 80
Station (m)
5
.04
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
33.2
33.1
33.0
32.9
32.8
32.7
River = B8 Reach = B8 RS = 1
.035
32.6
10 20 30 40 50 60 70
50
48
46
44
42
Station (m)
River = Santu Mischinu Reach = Santu Mischinu RS = 10
.
0
4
.
0
3
5
.04
40
0 50 100 150 200 250
Station (m)
River = Santu Mischinu Reach = Santu Mischinu RS = 9.2
45
44
43
42
41
.04 . 03
40
10 20 30 40 50 60 70 80
Station (m)
5
.04
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
43.0
42.5
42.0
41.5
41.0
40.5
40.0
39.5
River = Santu Mischinu Reach = Santu Mischinu RS = 9
39.0
40 50 60 70 80 90 100 110
39
38
37
36
.04 .035 .04
Station (m)
35
50 60 70 80 90 100 110 120 130
34.0
33.5
33.0
32.5
32.0
31.5
31.0
River = Santu Mischinu Reach = Santu Mischinu RS = 7
.04 .035 .04
Station (m)
River = Santu Mischinu Reach = Santu Mischinu RS = 5.4
.04 . 03
5
30.5
230 240 250 260 270 280 290 300 310
Station (m)
.04
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
41.0
40.5
40.0
39.5
39.0
38.5
River = Santu Mischinu Reach = Santu Mischinu RS = 8
.04 .035 .04
38.0
60 80 100 120 140 160
39
38
37
36
35
34
33
Station (m)
River = Santu Mischinu Reach = Santu Mischinu RS = 6
.04 .
0
3
5
.04
32
50 100 150 200 250 300
33.5
33.0
32.5
32.0
31.5
31.0
30.5
30.0
Station (m)
River = Santu Mischinu Reach = Santu Mischinu m RS = 5.3
.04 . 03
29.5
180 200 220 240 260 280 300 320
5
Station (m)
.04
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
River = Santu Mischinu Reach = Santu Mischinu m RS = 5.2
32
31
30
29
.04 .
0
3
5
28
160 180 200 220 240 260 280 300 320
Station (m)
.04
River = Santu Mischinu Reach = Santu Mischinu m RS = 5
31
30
29
28
27
.04 .
0
3
5
.04
26
0 50 100 150 200 250
Station (m)
River = Santu Mischinu Reach = Santu Mischinu m RS = 3.5
31
30
29
28
27
26
25
.04 . 03
5
.04
24
0 50 100 150 200 250
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
31.0
30.5
30.0
29.5
29.0
28.5
28.0
27.5
River = Santu Mischinu Reach = Santu Mischinu m RS = 5.1
.04 .
0
3
5
27.0
60 80 100 120 140 160 180 200 220
31
30
29
28
27
26
Station (m)
.04
River = Santu Mischinu Reach = Santu Mischinu m RS = 4
. .
0 0
4 3
5
.04
25
0 50 100 150 200 250 300
27.0
26.5
26.0
25.5
25.0
24.5
24.0
Station (m)
River = Santu Mischinu Reach = Santu Mischinu m RS = 3
.
0
4
.035 .04
23.5
40 60 80 100 120 140 160 180
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
25.5
25.0
24.5
24.0
23.5
23.0
22.5
River = Santu Mischinu Reach = Santu Mischinu m RS = 2
22.0
60 70 80 90 100 110
21.0
20.5
20.0
19.5
19.0
18.5
.
0
4
.035 .04
Station (m)
18.0
0 20 40 60 80 100
122
121
120
119
118
River = Santu Mischinu Reach = Santu Mischinu m RS = 1
.04 .035
Station (m)
River = Foxi 1 a Reach = Foxi 1 a RS = 36
.035
117
90 100 110 120 130 140 150
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 200
WS 50
WS 500
WS 100
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
23.0
22.5
22.0
21.5
21.0
20.5
20.0
19.5
River = Santu Mischinu Reach = Santu Mischinu m RS = 1.5
.04 .035 .04
19.0
20 40 60 80 100 120 140 160
148
146
144
142
140
Station (m)
River = Foxi 1 a Reach = Foxi 1 a RS = 37
.035
138
50 60 70 80 90 100 110 120
108.0
107.5
107.0
106.5
106.0
105.5
105.0
104.5
Station (m)
River = Foxi 1 a Reach = Foxi 1 a RS = 35
.035
104.0
70 75 80 85 90 95 100
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 100
WS 200
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
93.5
93.0
92.5
92.0
91.5
91.0
90.5
River = Foxi 1 a Reach = Foxi 1 a RS = 34
90.0
105 110 115 120 125 130 135 140 145 150
79
78
77
76
75
.035
Station (m)
74
150 155 160 165 170 175 180 185
65.5
65.0
64.5
64.0
63.5
63.0
62.5
River = Foxi 1 a Reach = Foxi 1 a RS = 32
.035
Station (m)
River = Foxi 1 a Reach = Foxi 1 a RS = 30
.035
62.0
130 140 150 160 170 180 190 200
Station (m)
Legend
WS 200
WS 50
WS 500
WS 100
Ground
Bank Sta
Legend
WS 500
WS 200
WS 50
WS 100
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
85
84
83
82
81
River = Foxi 1 a Reach = Foxi 1 a RS = 33
.035
80
40 50 60 70 80 90
69.0
68.5
68.0
67.5
67.0
66.5
66.0
Station (m)
River = Foxi 1 a Reach = Foxi 1 a RS = 31
.035
65.5
100 110 120 130 140 150 160 170
60.0
59.5
59.0
58.5
58.0
57.5
57.0
Station (m)
River = Foxi 1 a Reach = Foxi 1 a RS = 29
.035
56.5
140 150 160 170 180 190
Station (m)
Legend
WS 500
WS 100
WS 200
WS 50
Ground
Bank Sta
Legend
WS 500
WS 100
WS 200
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
56.0
55.5
55.0
54.5
54.0
53.5
53.0
52.5
River = Foxi 1 a Reach = Foxi 1 a RS = 28
52.0
90 100 110 120 130 140 150 160
51
50
49
48
47
46
45
.035
Station (m)
44
160 180 200 220 240 260
41.5
41.0
40.5
40.0
39.5
39.0
38.5
38.0
37.5
River = Foxi 1 a Reach = Foxi 1 a RS = 26
.035
Station (m)
River = Foxi 1 a Reach = Foxi 1 a RS = 24
.035
37.0
80 90 100 110 120 130 140 150
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
56
55
54
53
52
51
50
49
River = Foxi 1 a Reach = Foxi 1 a RS = 27
.035
48
100 110 120 130 140 150 160 170 180
45
44
43
42
41
Station (m)
River = Foxi 1 a Reach = Foxi 1 a RS = 25
.035 .
0
4
40
115 120 125 130 135 140 145 150
38.5
38.0
37.5
37.0
36.5
36.0
Station (m)
River = Foxi 1 a Reach = Foxi 1 a RS = 23
.035
35.5
90 100 110 120 130 140
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 200
WS 100
WS 500
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
37
36
35
34
33
32
River = Foxi 1 a Reach = Foxi 1 a RS = 22
31
50 55 60 65 70 75 80 85 90
31.0
30.5
30.0
29.5
29.0
28.5
28.0
.035
Station (m)
27.5
200 220 240 260 280 300
27.5
27.0
26.5
26.0
25.5
25.0
24.5
24.0
River = Foxi 1 a Reach = Foxi 1 a RS = 20.5
.035
Station (m)
River = Foxi 1 b Reach = Foxi 1 b RS = 19
.035 .04
23.5
120 130 140 150 160 170 180 190
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 50
WS 500
WS 200
WS 100
Ground
Bank Sta
Legend
WS 500
WS 200
WS 50
WS 100
Ground
Levee
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
34
33
32
31
30
River = Foxi 1 a Reach = Foxi 1 a RS = 21
.035
29
140 160 180 200 220
31
30
29
28
27
Station (m)
River = Foxi 1 b Reach = Foxi 1 b RS = 20
.035 .04
26
180 200 220 240 260 280
28
27
26
25
24
23
Station (m)
River = Foxi 1 b Reach = Foxi 1 b RS = 18
.035
22
165 170 175 180 185 190 195 200 205
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
25.0
24.5
24.0
23.5
23.0
22.5
22.0
21.5
River = Foxi 1c Reach = Foxi 1c RS = 17.5
21.0
100 120 140 160 180 200 220 240
24.5
24.0
23.5
23.0
22.5
22.0
21.5
21.0
20.5
.04 .035 .
0
4
Station (m)
20.0
60 80 100 120 140 160 180 200
22.0
21.5
21.0
20.5
20.0
19.5
19.0
18.5
River = Foxi 1 d Reach = Foxi 1 d RS = 16.5
.04 .035 .
0
4
Station (m)
River = Foxi 1 d Reach = Foxi 1 d RS = 15
.04 .035 .04
18.0
280 300 320 340 360 380 400
Station (m)
Legend
WS 50
WS 500
WS 100
WS 200
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
24.5
24.0
23.5
23.0
22.5
22.0
21.5
21.0
River = Foxi 1c Reach = Foxi 1c RS = 17
.035
20.5
130 140 150 160 170 180
23.5
23.0
22.5
22.0
21.5
21.0
20.5
20.0
Station (m)
River = Foxi 1 d Reach = Foxi 1 d RS = 16
.04 .035 .04
19.5
240 260 280 300 320 340 360 380
21.0
20.5
20.0
19.5
19.0
18.5
18.0
17.5
Station (m)
River = Foxi 1 d Reach = Foxi 1 d RS = 14.5
.04 .035 .04
17.0
140 160 180 200 220 240 260 280
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 50
WS 500
WS 200
WS 100
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
21
20
19
18
River = Foxi 1 e Reach = Foxi 1 e RS = 14
17
140 160 180 200 220 240 260 280 300
17.5
17.0
16.5
16.0
15.5
15.0
14.5
.04 .035 .04
Station (m)
14.0
140 150 160 170 180 190 200
13.5
13.0
12.5
12.0
11.5
11.0
10.5
10.0
River = Foxi 1f Reach = Foxi 1f RS = 13
.04 .035 .04
Station (m)
River = Foxi 1f Reach = Foxi 1f RS = 11
.
0
4
.035 .04
9.5
320 340 360 380 400 420 440 460
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
19.5
19.0
18.5
18.0
17.5
17.0
16.5
River = Foxi 1 e Reach = Foxi 1 e RS = 13.5
.04 .035 .04
16.0
240 260 280 300 320 340 360
17
16
15
14
13
Station (m)
River = Foxi 1f Reach = Foxi 1f RS = 12
.035
12
160 180 200 220 240 260 280
12.5
12.0
11.5
11.0
10.5
10.0
9.5
9.0
Station (m)
River = Foxi 1f Reach = Foxi 1f RS = 10
.04 .035 .04
8.5
240 260 280 300 320 340 360 380 400
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
13
12
11
10
9
River = Foxi 1f Reach = Foxi 1f RS = 9
8
240 260 280 300 320 340 360 380 400 420
14
13
12
11
10
9
8
7
.04 .035 .04
Station (m)
6
230 240 250 260 270 280 290
9.0
8.5
8.0
7.5
7.0
6.5
6.0
5.5
River = Foxi 1f Reach = Foxi 1f RS = 8
.035 .
0
4
Station (m)
River = Foxi 1f Reach = Foxi 1f RS = 6
.
0
4
.035 .04
5.0
150 200 250 300 350 400 450 500
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 200
WS 500
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
13
12
11
10
9
River = Foxi 1f Reach = Foxi 1f RS = 8.5
.035
8
160 180 200 220 240 260 280 300 320
11
10
9
8
7
Station (m)
River = Foxi 1f Reach = Foxi 1f RS = 7
.04 .
0
3
5
6
150 200 250 300 350 400 450 500
9
8
7
6
5
4
Station (m)
.04
River = Foxi 1f Reach = Foxi 1f RS = 5.5
.04 . 03
5
.04
3
300 350 400 450 500 550 600
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
7.0
6.5
6.0
5.5
5.0
4.5
4.0
3.5
3.0
River = Foxi 1f Reach = Foxi 1f RS = 5
2.5
300 350 400 450 500 550 600
6
5
4
3
2
.
0
3
5
.04
Station (m)
1
80 100 120 140 160 180 200 220 240 260
5
4
3
2
1
River = Foxi 1f Reach = Foxi 1f RS = 4
.
0
4
.
0
3
5
.04
Station (m)
River = Foxi 1f Reach = Foxi 1f RS = 3.1
.
0
3
5
.04
0
50 100 150 200 250 300
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
7
6
5
4
3
River = Foxi 1f Reach = Foxi 1f RS = 4.5
.
0
3
5
.04
2
150 200 250 300 350 400 450
4.5
4.0
3.5
3.0
2.5
2.0
1.5
1.0
Station (m)
River = Foxi 1f Reach = Foxi 1f RS = 3.2
. .
0 0
4 3
5
.04
0.5
50 100 150 200 250 300 350
4.5
4.0
3.5
3.0
2.5
2.0
1.5
1.0
Station (m)
River = Foxi 1f Reach = Foxi 1f RS = 3
.
0
4
.
0
3
5
.04
0.5
100 150 200 250 300 350
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
4.5
4.0
3.5
3.0
2.5
2.0
1.5
1.0
0.5
River = Foxi 1f Reach = Foxi 1f RS = 2.2
0.0
0 50 100 150 200 250 300
4.0
3.5
3.0
2.5
2.0
1.5
1.0
0.5
.04 .
0
3
5
Station (m)
.04
0.0
0 50 100 150 200 250 300 350
6
5
4
3
2
1
River = Foxi 2 Reach = Foxi 2 RS = 2.1
.04 .
0
3
5
Station (m)
.04
River = Foxi 3 Reach = Foxi 3 RS = 2
.04 .035 .04
0
80 100 120 140 160 180 200 220 240
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
4.5
4.0
3.5
3.0
2.5
2.0
1.5
1.0
0.5
River = Foxi 2 Reach = Foxi 2 RS = 2.2
.04 .
0
3
5
0.0
0 50 100 150 200 250 300
5
4
3
2
1
Station (m)
.04
River = Foxi 3 Reach = Foxi 3 RS = 2.1
.04 .
0
3
5
0
0 50 100 150 200 250 300 350
5
4
3
2
1
Station (m)
.04
River = Foxi 3 Reach = Foxi 3 RS = 1
.04 .035 .04
0
60 80 100 120 140 160 180 200 220 240
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Levee
Bank Sta

Elevation (m)
2.5
2.0
1.5
1.0
0.5
0.0
River = Foxi 3 Reach = Foxi 3 RS = 0
.
0
4
.035 .04
-0.5
40 60 80 100 120 140 160 180 200
Station (m)
Legend
WS 500
WS 200
WS 100
WS 50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
130
125
120
115
110
105
River = Bac N Reach = a RS = 699.9999
100
0 20 40 60 80 100 120 140 160
110
105
100
95
90
Station (m)
River = Bac N Reach = a RS = 649.9999
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
85
0 20 40 60 80 100 120 140 160
100
95
90
85
80
75
River = Bac N Reach = a RS = 599.9999
70
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
74
72
70
68
River = Bac N Reach = a RS = 550
66
0 20 40 60 80 100 120 140 160
70
68
66
64
62
60
58
56
54
52
62
60
58
56
54
52
50
48
Station (m)
River = Bac N Reach = a RS = 500
0 20 40 60 80 100 120 140 160
Station (m)
River = Bac N Reach = a RS = 449.9999
46
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR50
WS TR500
WS TR200
WS TR100
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
46
44
42
40
38
36
River = Bac N Reach = a RS = 350
34
0 20 40 60 80 100 120 140 160
36
34
32
30
28
Station (m)
26
0 20 40 60 80 100 120 140 160
32
30
28
26
24
22
20
River = Bac N Reach = a RS = 300
Station (m)
River = Bac N Reach = a RS = 250
18
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR50
WS TR500
WS TR200
WS TR100
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR50
WS TR500
WS TR200
WS TR100
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
24
22
20
18
16
River = Bac N Reach = a RS = 200
14
0 20 40 60 80 100 120 140 160
20
18
16
14
12
10
Station (m)
8
0 20 40 60 80 100 120 140 160
16
14
12
10
8
River = Bac N Reach = a RS = 150
Station (m)
River = Bac N Reach = a RS = 100
6
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
120
115
110
105
100
95
90
River = Bac O Reach = a RS = 499.9999
85
0 20 40 60 80 100 120 140 160
Station (m)
River = Bac O Reach = a RS = 449.9998
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
105
Legend
100
WS TR500
95
WS TR200
90
WS TR100
85
WS TR50
80
Ground
75
70
Bank Sta
0 20 40 60 80 100 120 140 160
River = Bac O Reach = a RS = 400
95
Legend
90
WS TR500
85
WS TR200
80
WS TR100
75
WS TR50
70
Ground
65
60
Bank Sta
0 20 40 60 80 100 120 140 160
Station (m)

Elevation (m)
Elevation (m)
Elevation (m)
85
80
75
70
65
60
55
River = Bac O Reach = a RS = 350.0001
50
0 20 40 60 80 100 120 140 160
90
80
70
60
50
Station (m)
River = Bac O Reach = a RS = 300.0001
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
40
0 20 40 60 80 100 120 140 160
River = Bac O Reach = a RS = 250
65
Legend
60
WS TR500
55
WS TR200
50
WS TR100
45
WS TR50
40
Ground
35
30
Bank Sta
0 20 40 60 80 100 120 140 160
Station (m)

Elevation (m)
Elevation (m)
Elevation (m)
45
40
35
30
River = Bac O Reach = a RS = 200
25
0 20 40 60 80 100 120 140 160
Station (m)
River = Bac O Reach = a RS = 150
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
32
Legend
30
WS TR500
28
WS TR200
26
WS TR100
24
WS TR50
22
Ground
20
18
Bank Sta
0 20 40 60 80 100 120 140 160
28
26
24
22
20
18
16
14
12
10
River = Bac O Reach = a RS = 100
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
30
25
20
15
10
210
200
190
180
170
River = Bac O Reach = a RS = 49.99995
5
0 20 40 60 80 100 120 140 160
Station (m)
River = Bac T Reach = a RS = 1350
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
160
0 20 40 60 80 100 120 140 160
190
180
170
160
150
River = Bac T Reach = a RS = 1300
Bank Sta
140
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground

Elevation (m)
Elevation (m)
Elevation (m)
170
160
150
140
130
River = Bac T Reach = a RS = 1250
120
0 20 40 60 80 100 120 140 160
155
150
145
140
135
130
125
120
115
110
135
130
125
120
115
110
Station (m)
River = Bac T Reach = a RS = 1200
0 20 40 60 80 100 120 140 160
Station (m)
River = Bac T Reach = a RS = 1150
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
105
Ground
100
95
Bank Sta
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50

Elevation (m)
Elevation (m)
Elevation (m)
115
110
105
100
95
River = Bac T Reach = a RS = 1100
90
0 20 40 60 80 100 120 140 160
100
95
90
85
80
Station (m)
River = Bac T Reach = a RS = 1050
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
75
0 20 40 60 80 100 120 140 160
River = Bac T Reach = a RS = 1000
100
Legend
95
WS TR500
90
WS TR200
85
WS TR100
80
WS TR50
75
Ground
70
65
Bank Sta
0 20 40 60 80 100 120 140 160
Station (m)

Elevation (m)
Elevation (m)
Elevation (m)
74
72
70
68
66
64
62
River = Bac T Reach = a RS = 950.0002
60
0 20 40 60 80 100 120 140 160
Station (m)
River = Bac T Reach = a RS = 900
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
68
Legend
66
WS TR500
64
WS TR200
62
WS TR100
60
WS TR50
58
Ground
56
54
Bank Sta
0 20 40 60 80 100 120 140 160
66
64
62
60
58
56
54
52
50
48
River = Bac T Reach = a RS = 850.0002
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
56
54
52
50
48
46
River = Bac T Reach = a RS = 799.9999
44
0 20 40 60 80 100 120 140 160
52
50
48
46
Station (m)
River = Bac T Reach = a RS = 750.0001
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
44
WS TR50
42
40
Ground
Bank Sta
0 20 40 60 80 100 120 140 160
44
43
42
41
40
39
38
37
River = Bac T Reach = a RS = 700.0001
36
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
44
42
40
38
36
34
River = Bac T Reach = a RS = 649.9998
32
0 20 40 60 80 100 120 140 160
38
36
34
32
30
Station (m)
28
0 20 40 60 80 100 120 140 160
33
32
31
30
29
28
27
River = Bac T Reach = a RS = 600.0002
Station (m)
River = Bac T Reach = a RS = 550.0002
26
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
28.5
28.0
27.5
27.0
26.5
26.0
25.5
River = Bac T Reach = a RS = 500.1479 39.9
25.0
0 20 40 60 80 100 120 140
28
27
26
25
24
23
22
21
Station (m)
River = Bac T Reach = a RS = 449.9998
20
0 20 40 60 80 100 120 140 160
Station (m)
River = Bac T Reach = a RS = 399.9787
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
21.0
Legend
20.5
WS TR500
20.0
WS TR200
19.5
WS TR100
19.0
WS TR50
18.5
Ground
18.0
17.5
Bank Sta
0 20 40 60 80 100 120
Station (m)

Elevation (m)
Elevation (m)
Elevation (m)
River = Bac T Reach = a RS = 349.9999
19.5
19.0
18.5
18.0
17.5
17.0
16.5
16.0
15.5
15.0
0 20 40 60 80 100 120 140 160
20
19
18
17
16
15
14
Station (m)
13
0 20 40 60 80 100 120 140 160
18
17
16
15
14
13
12
11
River = Bac T Reach = a RS = 300
Station (m)
River = Bac T Reach = a RS = 250.0001
10
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
12.0
11.5
11.0
10.5
10.0
9.5
9.0
River = Bac T Reach = a RS = 200.0002
8.5
0 20 40 60 80 100 120 140 160
9.5
9.0
8.5
8.0
7.5
Station (m)
River = Bac T Reach = a RS = 150.0838
7.0
0 20 40 60 80 100 120 140
Station (m)
River = Bac T Reach = a RS = 100.0001
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
8.5
Legend
8.0
WS TR500
7.5
WS TR200
7.0
WS TR100
6.5
WS TR50
6.0
Ground
5.5
5.0
Bank Sta
0 20 40 60 80 100 120 140 160
Station (m)

Elevation (m)
Elevation (m)
Elevation (m)
7
6
5
4
3
River = Bac T Reach = a RS = 50
2
0 20 40 60 80 100 120 140 160
Station (m)
River = Bac T1 Reach = a RS = 800
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
62
Legend
60
WS TR500
58
WS TR200
56
WS TR100
54
WS TR50
52
Ground
50
48
Bank Sta
0 20 40 60 80 100 120 140 160
58
56
54
52
50
48
46
44
River = Bac T1 Reach = a RS = 750.0001
42
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
46
44
42
40
38
River = Bac T1 Reach = a RS = 700
36
0 20 40 60 80 100 120 140 160
39
38
37
36
Station (m)
River = Bac T1 Reach = a RS = 650.0001
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
35
WS TR50
34
33
Ground
Bank Sta
0 20 40 60 80 100 120 140 160
36
35
34
33
River = Bac T1 Reach = a RS = 600.0001
32
WS TR50
31
30
Ground
Bank Sta
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100

Elevation (m)
Elevation (m)
Elevation (m)
36
34
32
30
28
River = Bac T1 Reach = a RS = 550.0001
26
0 20 40 60 80 100 120 140 160
40
38
36
34
32
30
28
26
24
22
28
27
26
25
24
23
22
21
Station (m)
River = Bac T1 Reach = a RS = 499.8225
0 20 40 60 80 100 120
Station (m)
River = Bac T1 Reach = a RS = 449.6879
20
0 20 40 60 80 100 120
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR100
WS TR200
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
30
28
26
24
22
20
18
River = Bac T1 Reach = a RS = 400
16
0 20 40 60 80 100 120 140 160
Station (m)
River = Bac T1 Reach = a RS = 350.0001
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
22
Legend
21
WS TR500
20
WS TR200
19
WS TR100
18
WS TR50
17
Ground
16
15
Bank Sta
0 20 40 60 80 100 120 140 160
20
19
18
17
16
15
River = Bac T1 Reach = a RS = 300.0001
14
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
14.5
14.0
13.5
13.0
12.5
River = Bac T1 Reach = a RS = 250
12.0
0 20 40 60 80 100 120 140 160
13
12
11
10
9
Station (m)
8
0 20 40 60 80 100 120 140 160
9.2
9.0
8.8
8.6
8.4
8.2
8.0
7.8
7.6
7.4
River = Bac T1 Reach = a RS = 200.0002
Station (m)
River = Bac T1 Reach = a RS = 149.9194
0 20 40 60 80 100 120 140
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
8.0
7.5
7.0
6.5
6.0
River = Bac T1 Reach = a RS = 50.00005
5.5
0 20 40 60 80 100 120 140 160
160
155
150
145
140
135
130
Station (m)
River = Bac V Reach = a RS = 1200
125
0 20 40 60 80 100 120 140 160
Station (m)
River = Bac V Reach = a RS = 1150
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
150
Legend
145
WS TR500
140
WS TR50
135
WS TR200
130
WS TR100
125
Ground
120
115
Bank Sta
0 20 40 60 80 100 120 140 160
Station (m)

Elevation (m)
Elevation (m)
Elevation (m)
145
140
135
130
125
120
115
110
River = Bac V Reach = a RS = 1100
105
0 20 40 60 80 100 120 140 160
135
130
125
120
115
110
105
100
Station (m)
95
0 20 40 60 80 100 120 140 160
100
98
96
94
92
River = Bac V Reach = a RS = 1050
Station (m)
River = Bac V Reach = a RS = 1000
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR50
WS TR100
Ground
Levee
Bank Sta
Bank Sta
90
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground

Elevation (m)
Elevation (m)
Elevation (m)
92
90
88
86
84
River = Bac V Reach = a RS = 950.0001
82
0 20 40 60 80 100 120 140 160
90
88
86
84
82
80
Station (m)
River = Bac V Reach = a RS = 900.0001
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
78
Ground
76
74
Bank Sta
0 20 40 60 80 100 120 140 160
River = Bac V Reach = a RS = 850.0002
78
Legend
76
WS TR500
74
WS TR200
72
WS TR100
70
WS TR50
68
Ground
66
64
Bank Sta
0 20 40 60 80 100 120 140 160
Station (m)

Elevation (m)
Elevation (m)
Elevation (m)
72
70
68
66
64
62
60
River = Bac V Reach = a RS = 800.0001
58
0 20 40 60 80 100 120 140 160
66
64
62
60
58
56
54
Station (m)
52
0 20 40 60 80 100 120 140 160
64
62
60
58
56
54
52
50
River = Bac V Reach = a RS = 750.0002
Station (m)
River = Bac V Reach = a RS = 700.0001
48
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
60
58
56
54
52
50
48
46
River = Bac V Reach = a RS = 650.0002
44
0 20 40 60 80 100 120 140 160
50
48
46
44
42
Station (m)
River = Bac V Reach = a RS = 600.0001
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
40
0 20 40 60 80 100 120 140 160
48
46
44
42
40
38
River = Bac V Reach = a RS = 550.0001
36
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
48
46
44
42
40
38
36
River = Bac V Reach = a RS = 500.0001
34
0 20 40 60 80 100 120 140 160
48
46
44
42
40
38
36
34
32
30
44
42
40
38
36
34
32
30
Station (m)
River = Bac V Reach = a RS = 450.0002
0 20 40 60 80 100 120 140 160
Station (m)
River = Bac V Reach = a RS = 400.0001
28
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
36
34
32
30
28
26
24
River = Bac V Reach = a RS = 350.0002
22
0 20 40 60 80 100 120 140 160
34
32
30
28
26
24
Station (m)
River = Bac V Reach = a RS = 300.0002
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
22
Ground
20
18
Bank Sta
0 20 40 60 80 100 120 140 160
35
30
25
20
River = Bac V Reach = a RS = 250.0001
15
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Levee
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
40
35
30
25
20
15
River = Bac V Reach = a RS = 200.0001
10
0 20 40 60 80 100 120 140 160
20
18
16
14
12
Station (m)
River = Bac V Reach = a RS = 150.0001
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta
10
0 20 40 60 80 100 120 140 160
18
16
14
12
River = Bac V Reach = a RS = 100.0001
10
WS TR50
8
6
Ground
Bank Sta
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100

Elevation (m)
18
16
14
12
10
8
6
River = Bac V Reach = a RS = 50.00004
4
0 20 40 60 80 100 120 140 160
Station (m)
Legend
WS TR500
WS TR200
WS TR100
WS TR50
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
4.3
4.2
4.1
4.0
3.9
3.8
3.7
3.6
River = tk1 Reach = 1a RS = 1.6
3.5
0 10 20 30 40 50 60 70
3.8
3.6
3.4
3.2
3.0
2.8
2.6
2.4
.035
Station (m)
2.2
0 20 40 60 80 100 120
2.8
2.6
2.4
2.2
River = tk1 Reach = 1a RS = 1.45
.035
Station (m)
River = tk1 Reach = 1b RS = 1.4
.035
2.0
0 20 40 60 80 100 120 140
Station (m)
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
3.4
3.2
3.0
2.8
2.6
2.4
River = tk1 Reach = 1a RS = 1.5
.035
2.2
0 20 40 60 80 100 120
3.8
3.6
3.4
3.2
3.0
2.8
2.6
2.4
Station (m)
River = tk1 Reach = 1b RS = 1.45
.035
2.2
0 20 40 60 80 100 120
3.0
2.8
2.6
2.4
Station (m)
River = tk1 Reach = 1b RS = 1.3
.035
2.2
0 20 40 60 80 100 120
Station (m)
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
3.0
2.8
2.6
2.4
River = tk1 Reach = 1c RS = 1.3
2.2
0 20 40 60 80 100 120
3.6
3.4
3.2
3.0
2.8
2.6
2.4
.035
Station (m)
2.2
0 50 100 150 200
7.5
7.0
6.5
6.0
5.5
River = tk1 Reach = 1c RS = 1.1
.035
Station (m)
River = tk2 Reach = 2 RS = 2.3
.035
5.0
0 10 20 30 40 50 60 70
Station (m)
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
3.1
3.0
2.9
2.8
2.7
2.6
2.5
River = tk1 Reach = 1c RS = 1.2
.035
2.4
0 20 40 60 80 100 120 140 160
8.4
8.2
8.0
7.8
7.6
7.4
7.2
7.0
6.8
6.6
Station (m)
River = tk2 Reach = 2 RS = 2.4
.035
6.4
0 20 40 60 80
3.45
3.40
3.35
3.30
3.25
3.20
3.15
3.10
3.05
Station (m)
River = tk2 Reach = 2 RS = 2.2
.035
0 10 20 30 40 50 60
Station (m)
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta

Elevation (m)
Elevation (m)
Elevation (m)
4.0
3.8
3.6
3.4
3.2
3.0
2.8
2.6
River = tk2 Reach = 2 RS = 2.1
2.4
0 20 40 60 80 100 120 140 160 180
3.2
3.0
2.8
2.6
.035
Station (m)
2.4
0 20 40 60 80 100 120
3.10
3.05
3.00
2.95
2.90
2.85
2.80
River = tk3 Reach = 3 RS = 3.2
.035
Station (m)
River = tk4 Reach = 4 RS = 4.4
.035
0 20 40 60 80 100 120
Station (m)
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Elevation (m)
Elevation (m)
Elevation (m)
3.8
3.7
3.6
3.5
River = tk3 Reach = 3 RS = 3.3
.035
3.4
0 10 20 30 40 50 60 70 80
3.2
3.0
2.8
2.6
Station (m)
River = tk3 Reach = 3 RS = 3.1
.035
2.4
0 20 40 60 80 100 120 140 160 180
2.9
2.8
2.7
2.6
Station (m)
River = tk4 Reach = 4 RS = 4.3
.035
2.5
0 20 40 60 80 100
Station (m)
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta

Elevation (m)
2.7
2.6
2.5
2.4
River = tk4 Reach = 4 RS = 4.2
.035
2.3
0 10 20 30 40 50 60
Station (m)
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta
Elevation (m)
2.20
2.15
2.10
2.05
2.00
1.95
1.90
River = tk4 Reach = 4 RS = 4.1
.035
1.85
0 20 40 60 80
Station (m)
Legend
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Ground
Bank Sta