- Page 1 and 2: Università degli studi di Roma “
- Page 3 and 4: INDEX CHAPTER 1 THE PROBLEM........
- Page 5 and 6: ANNEX 6 - PRIGIOBBE, V.; GIULIANELL
- Page 7 and 8: FIGURE INDEX FIG. 1.3.1: PPIS FOR I
- Page 9 and 10: MOTIVATION This dissertation presen
- Page 11 and 12: INTRODUCTION The thesis is divided
- Page 13 and 14: 2000; Jorgesen and halling-Sorensen
- Page 15 and 16: Concerning virus transport and surv
- Page 17 and 18: The motivation of the study of the
- Page 19 and 20: Sewer material Sewer joint type and
- Page 21 and 22: 2. data by field visits: condition
- Page 23: to be large enough to provide signi
- Page 27 and 28: well as cost-effective. Although it
- Page 29 and 30: drain and sewer system outside buil
- Page 31 and 32: Tab. 1.4-1: how to use diagnostic t
- Page 33 and 34: Dietrich, D. R..; Webb, S.F.; Petry
- Page 35 and 36: Rauch, W.; Stegner, Th. (1994). The
- Page 37 and 38: for the calibration and/or validati
- Page 39 and 40: If the complete mixing occurs the e
- Page 41 and 42: 2.2.3 Hydrodynamic background of QU
- Page 43 and 44: The three dimensional equation (Eq.
- Page 45 and 46: et = νt Eq. 2.2-15 but for buoyant
- Page 47 and 48: where y is the vertical axis [m] an
- Page 49 and 50: Fig. 2.2.4: Concentration profile d
- Page 51 and 52: Mid-Field and Transverse Mixing The
- Page 53 and 54: where = < u > = u * and Lt = water
- Page 55 and 56: The mixing distances are determined
- Page 57 and 58: The methods used for measuring the
- Page 59 and 60: This equation gives a Gaussian spat
- Page 61 and 62: where Kx is undimensionalized by b
- Page 63 and 64: time-varying concentration input at
- Page 65 and 66: at the confluence, because if exfil
- Page 67 and 68: e. at the natural site the discorda
- Page 69 and 70: 2.2.4 Application Advection-Dispers
- Page 71 and 72: 2.2.5 Sampling and Measurements In
- Page 73 and 74: 2.3 Methods for Quantifying the Inf
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an urban sewer network. The chemica
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the various isotopes of an element
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3. biological reaction due to organ
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Fig. 2.3.4 Fractionation factors α
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isotopic fractionation than faster
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The dashed lines in Fig. 2.3.5 show
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In Italy, Longinelli and Selmo (200
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egions and it has been applied for
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2.4 Reference Best, J. L., and Roy,
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Kracht, O.; Gresch, M.; de Bennedit
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CHAPTER 3 Experimental Design and F
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and B 2 ⎛ ⎜ = ⎜2 ⎜ ⎜ ⎝
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After a general uncertainty analysi
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3.3 QUEST In this paragraph, the QU
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t= endIpeak M 2 e'( C exf = 1− t=
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Tab. 3.3-1: sources of uncertainty
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discussed, and a mathematical appro
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Overlapping Peak routine) is the ro
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Fig. 3.3.7: Conductivity peaks in g
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# INTEGRATION of Reference and Indi
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# regression time definition # ====
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samp[,2:length(par.vector.mean)]
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e
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n.ref
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{ Q.Ref[i]
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} # Plot # ==== range
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3.4 QUEST-C For the application of
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3.6 POLLUTOGRAPH METHOD The equatio
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Fig. 3.6.3: COD measurements after
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Tab. 3.6-1 and the hydrograph separ
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Annex 1 Giulianelli, M.; Prigiobbe,
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10 th International Conference on U
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Annex 3 Giulianelli, M.; Mazza, M.;
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Annex 5 Rieckermann, J.; Bareš, V.
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Application of a novel method for a
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Fig. 1 right: fractionation of 18 O
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The experimental area called Infern
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Table 1 data of isotopic compositio
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During the storage of wastewater sa
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Fig. 7 error propagation with Monte
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Majoube, M., 1971. Fractionnement e
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th 16P P European Junior Scientist
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By the administrative level, the ma
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Fig. 2 - “Node” topology elemen
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By topologic overlay (overlapping t
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References: [1] United Nations Divi
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VALENTINA PRIGIOBBE (A) , CLAUDIO S
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associare contemporaneamente alle m
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Fig. 2 - Sonda utilizzata per le mi
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Conductivity [microS/cm] 3700 3400
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Allo stato attuale di avanzamento d
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I metodi presentati in questo artic
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precipitazioni è variabile tra -9
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Area di indagine L’area speriment
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δ 18 O [per mille] 2.00 1.00 0.00
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Tabella 1 a cui si deve aggiungere
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10 th International Conference on U