- Page 1 and 2: ®ModernSewerDesignFirst Edition 19
- Page 3 and 4: PrefaceiiiThis Edition of AISI’s
- Page 5 and 6: The Kirpich Formula ...............
- Page 8 and 9: viiiMODERN SEWER DESIGNFabricated f
- Page 12 and 13: 4 MODERN SEWER DESIGNTable 1.3M(Con
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- Page 20 and 21: 12 MODERN SEWER DESIGNPerforated Pi
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- Page 28 and 29: 20 MODERN SEWER DESIGNTable 1.11M(C
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- Page 32 and 33: 24 MODERN SEWER DESIGNCSP COUPLING
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- Page 36 and 37: 28 MODERN SEWER DESIGNTable 1.13MMi
- Page 38 and 39: 30 MODERN SEWER DESIGNTable 1.14MMi
- Page 40 and 41: 32 MODERN SEWER DESIGNTable 1.15MMi
- Page 42 and 43: 34 MODERN SEWER DESIGNSaddle Branch
- Page 44 and 45: 36 MODERN SEWER DESIGNManholes and
- Page 46 and 47: 38 MODERN SEWER DESIGNManhole Reinf
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- Page 56 and 57: 48MODERN SEWER DESIGNIt is not econ
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52MODERN SEWER DESIGNTwin 180 m (59
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54MODERN SEWER DESIGNsive structura
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56MODERN SEWER DESIGNTable 2.2 Medi
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58MODERN SEWER DESIGNThe general re
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60MODERN SEWER DESIGNbe evaluated f
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62MODERN SEWER DESIGN7 m (24 ft) di
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64MODERN SEWER DESIGNPrecipitationR
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66MODERN SEWER DESIGNRainfall Inten
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68MODERN SEWER DESIGNestimates. It
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70MODERN SEWER DESIGNThe first quar
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72MODERN SEWER DESIGNSurfaceDepress
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74MODERN SEWER DESIGNTable 3.4 Reco
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76MODERN SEWER DESIGNTable 3.5 Runo
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78MODERN SEWER DESIGNThe selection
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80MODERN SEWER DESIGNDirect Runoff(
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82MODERN SEWER DESIGNThe Kirpich Fo
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84MODERN SEWER DESIGNSlope in Perce
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86MODERN SEWER DESIGNduce a runoff
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88MODERN SEWER DESIGNDLq pt p t rFi
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90MODERN SEWER DESIGNHydrograph is
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92MODERN SEWER DESIGNIt is importan
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94MODERN SEWER DESIGNLaying full bi
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96MODERN SEWER DESIGNFabricated fit
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98 MODERN SEWER DESIGNCLASSIFICATIO
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100 MODERN SEWER DESIGNV 12/2gEGL 1
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102 MODERN SEWER DESIGNThe critical
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104 MODERN SEWER DESIGN700600Pipe-A
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106 MODERN SEWER DESIGN20001500Pipe
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108 MODERN SEWER DESIGNTable 4.1MWa
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110 MODERN SEWER DESIGNHydraulic Pr
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112 MODERN SEWER DESIGN(or velocity
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114 MODERN SEWER DESIGNTable 4.9 Va
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116 MODERN SEWER DESIGNSolving the
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118 MODERN SEWER DESIGNFULL908070We
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120 MODERN SEWER DESIGNSurface Wate
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122 MODERN SEWER DESIGNFORM LOSSES
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124 MODERN SEWER DESIGNTable 4.14Va
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126 MODERN SEWER DESIGN1.41.2rD1.0o
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128 MODERN SEWER DESIGNTable 4.15 E
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130 MODERN SEWER DESIGNT = 2.5 mINL
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132 MODERN SEWER DESIGN600 mm (24 i
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134 MODERN SEWER DESIGNFrom Table 4
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136 MODERN SEWER DESIGNDefinitionsS
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138 MODERN SEWER DESIGNREFERENCES1.
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140 MODERN SEWER DESIGNFabricated f
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142MODERN SEWER DESIGNBACKWATER ANA
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144MODERN SEWER DESIGNTable 5.1 Ene
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146MODERN SEWER DESIGNTable 5.2 Hyd
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148MODERN SEWER DESIGN30°31 2Q 1 =
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Flow Channel150MODERN SEWER DESIGN1
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152MODERN SEWER DESIGNMETHODS OF DE
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154MODERN SEWER DESIGNEXAMPLE:Given
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156MODERN SEWER DESIGNEXAMPLE:Given
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158MODERN SEWER DESIGNTable 5.3M Me
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160MODERN SEWER DESIGN43.5320 m rig
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162MODERN SEWER DESIGNTable 5.4Typi
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164MODERN SEWER DESIGNNSchoolGreenB
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166MODERN SEWER DESIGNlowing steps
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168MODERN SEWER DESIGNCulvert desig
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170MODERN SEWER DESIGNTable 5.6M Pr
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172MODERN SEWER DESIGNTable 5.7M Hy
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174MODERN SEWER DESIGNDetailed Metr
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176MODERN SEWER DESIGNTable 5.8 Equ
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178MODERN SEWER DESIGNTable 5.9 Maj
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180MODERN SEWER DESIGNTable 5.10M F
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182MODERN SEWER DESIGNTable 5.11Com
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184MODERN SEWER DESIGNTwo 6 m (20 f
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186MODERN SEWER DESIGNDownspoutsDis
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188MODERN SEWER DESIGNLarge 95,000
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190MODERN SEWER DESIGN0.1Step 1:cfs
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192MODERN SEWER DESIGN160014001200E
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194MODERN SEWER DESIGNOTHER DETENTI
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196MODERN SEWER DESIGNSUBSURFACE DI
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198MODERN SEWER DESIGNOrdinary Back
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200MODERN SEWER DESIGNSOIL INVESTIG
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202MODERN SEWER DESIGNArea (a)Posit
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204MODERN SEWER DESIGNPoint Source
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206MODERN SEWER DESIGN600 mm (24 in
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208MODERN SEWER DESIGN375 mm (15 in
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210MODERN SEWER DESIGNThe soil inve
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212MODERN SEWER DESIGNCONSTRUCTION
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214MODERN SEWER DESIGNAt manhole, j
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216MODERN SEWER DESIGNCSP sewers ar
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218 MODERN SEWER DESIGNTable 7.1Hig
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220 MODERN SEWER DESIGNThe ultimate
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222 MODERN SEWER DESIGNRecommended
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224 MODERN SEWER DESIGNP vP cR cR t
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226 MODERN SEWER DESIGNInstalling a
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228 MODERN SEWER DESIGNTable 7.8Tab
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230MODERN SEWER DESIGNTable 7.10MDe
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232 MODERN SEWER DESIGNTable 7.11De
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234 MODERN SEWER DESIGNTable 7.12 D
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236 MODERN SEWER DESIGNTable 7.13 D
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238 MODERN SEWER DESIGNTable 7.14 M
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240 MODERN SEWER DESIGNTable 7.15 M
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242 MODERN SEWER DESIGNAerial Sewer
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244 MODERN SEWER DESIGNTable 7.18Al
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246 MODERN SEWER DESIGN26.4.2 Joint
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248 MODERN SEWER DESIGND 85 soil si
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250 MODERN SEWER DESIGNInstalling s
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252 MODERN SEWER DESIGNTable 8.1 Ty
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254 MODERN SEWER DESIGNField Studie
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256 MODERN SEWER DESIGNone of the b
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258 MODERN SEWER DESIGNProvides Add
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260 MODERN SEWER DESIGNFigure 8.2 E
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262 MODERN SEWER DESIGNperforation
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264 MODERN SEWER DESIGNConcrete Inv
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266 MODERN SEWER DESIGNchart were c
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268 MODERN SEWER DESIGN31. Potter,
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270 MODERN SEWER DESIGNWell points
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272MODERN SEWER DESIGNIt is functio
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274MODERN SEWER DESIGNcan be expect
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276MODERN SEWER DESIGNCost Savings
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278MODERN SEWER DESIGNTrenches shou
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280MODERN SEWER DESIGNBorrowing Rat
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282MODERN SEWER DESIGNPresent Value
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284MODERN SEWER DESIGNUsing differe
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286MODERN SEWER DESIGNTrunk sewer m
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288MODERN SEWER DESIGNFigure 10.1 L
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290MODERN SEWER DESIGNThe three pha
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292MODERN SEWER DESIGNTrench excava
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294MODERN SEWER DESIGNinstallation
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296MODERN SEWER DESIGNFull bitumino
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298MODERN SEWER DESIGNA wide variet
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300MODERN SEWER DESIGNA stringline
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302MODERN SEWER DESIGNUnderground C
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304MODERN SEWER DESIGN(2) ASTM A807
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306MODERN SEWER DESIGNPhiladelphia
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308MODERN SEWER DESIGNLarge diamete
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310 MODERN SEWER DESIGNGrass surfac
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312 MODERN SEWER DESIGNIf aggregate
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314 MODERN SEWER DESIGN(to which th
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316 MODERN SEWER DESIGNREHABILITATI
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318 MODERN SEWER DESIGNRelining Mat
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320 MODERN SEWER DESIGNInversion Li
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322 MODERN SEWER DESIGN
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324MODERN SEWER DESIGNTable C3SI de
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326MODERN SEWER DESIGNTable C5Non-S
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328MODERN SEWER DESIGNTable C8Engin
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330MODERN SEWER DESIGNTable C9 Prop
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332GENERAL TABLESTable G2 Canandian
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334 MODERN SEWER DESIGNDisclaimer i
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336 MODERN SEWER DESIGNRound fittin
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338 MODERN SEWER DESIGNNotes