Rainfall data for the design of sewer detention basins

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ISSN 0347 - 8165 mm/h 60 40 0 240 Time Adress: Geohydrologiska <strong>for</strong>skningsgruppen Chalmers tekniska hogskola 412 96 GtHEBORG
Page 1: CHALMERS TEKNISKA HOGSKOLA GEOHYDRO
Page 5 and 6: i i LI OF CONTENTS Page PREFACE LIS
Page 7 and 8: iv A manual ish Water and Works soc
Page 9 and 10: 2 When historical storms are u a nu
Page 11 and 12: 4 l i t a ca son a use his CTH-Mode
Page 13 and 14: 11 a co screeni in vo 1 ume t umes
Page 15 and 16: 8 RAINFALL mm/h 110 im 100 i m = a
Page 17 and 18: c 100 ·- 90 80 70 60 50 ~ 40 30 30
Page 19 and 20: maximum 12 , 1 is compounded ipi io
Page 21 and 22: Table 2.3 Constants for estimation
Page 23 and 24: 1 t ion is i ion The was u one ow a
Page 25 and 26: size ion a ou inc routine in ign i
Page 27 and 28: u 1 i imu in u area a linear umes i
Page 29 and 30: Table 2 5 Detention basin data. Max
Page 31 and 32: 2 i Hi cal In t catchment the ins w
Page 33 and 34: 2 ? The storm storm II) vo the I-D-
Page 35 and 36: Table 2 8 Outflows for use in desig
Page 37 and 38: 3 I I N 3 1 i ion result * errors a
Page 39 and 40: M = in ume F return m = lower value
Page 41 and 42: in were i water in umes his 3 1 s d
Page 43 and 44: Table 3 3 Deviations in percent bet
Page 45 and 46: use Chi i storm resul in ti in volu
Page 47 and 48: 40 Table 3.6 Volwnes of the detenti
Page 49 and 50: 4 CONCLUSI storms t ign of on ins i
Page 51 and 52: APPENDIX STATI CAL DISTRIBUTIONS FO
Page 53 and 54:
GSJON x1mum basin 2.0 m flow 5 l s
Page 55 and 56:
48 X X tf) ()) E :::J w II II II II
Page 57 and 58:
mes L K G 1mum s;n 2.0 m flow 5 l s
Page 59 and 60:
5 LINK G 1 1mum basin 2.0 m outf ow
Page 61 and 62:
5 lf) ClJ E w w II II II II II El 0
Page 63 and 64:
56 X X lf) (1J E ::J X 0 z w c (/)
Page 65 and 66:
X X X 2 0 X EGEND ...... srn X = H
Page 67 and 68:
'D OJ L. lf) (Y) U1
Page 69 and 70:
62 X X til OJ E E L() u OJ L.. (j)
Page 71 and 72:
s LINK G 1 1mum DO Sin 3.5 m cor re
Page 73 and 74:
66 u tf)
Page 75 and 76:
LINK x1mum mum G 2 3.5 m flow 20 s
Page 77 and 78:
Arnell V 1980: ription Runoff Model
Page 79 and 80:
CHALMERS TEKNISKA HOGSKOLA lnstitut
Page 81:
nr 50 nr 51 nr 52 nr 53 nr 54 Vikto
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Rainfall data for the design of sewer detention basins

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