Urban Hydrology, Hydraulics, and Stormwater Quality Engineering Applications and Computer Modeling
, by Akan, A. Osman; Houghtalen, Robert J.Note: Supplemental materials are not guaranteed with Rental or Used book purchases.
- ISBN: 9780471431589 | 0471431583
- Cover: Hardcover
- Copyright: 8/22/2003
A practical introduction on today's challenge of controlling and managing the water resources used by and affected by cities and urbanized communities. The book offers an integrated engineering approach, covering the spectrum of urban watershed management, urban hydraulic systems, and overall stormwater management.Each chapter concludes with helpful problems.Solutions Manual available to qualified professors and instructors upon request.Introduces the reader to two popular, non-proprietary computer-modeling pro-grams: HEC-HMS (U.S. Army Corps of Engineers) and SWMM (U.S EPA).
A. OSMAN AKAN, PhD, PE, is Professor and current Chair of the Department of Civil and Environmental Engineering at Old Dominion University in Norfolk, Virginia. He has more than thirty years of teaching, research, and consulting experience in the general field of water resources engineering. His publication record includes Urban Stormwater Hydrology (Wiley), several chapters in design handbooks, and numerous articles in scholarly journals.<BR>
Preface | xiii | ||||
Acknowledgments | xv | ||||
1 Introduction | 1 | (4) | |||
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2 | (1) | |||
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4 | (1) | |||
2 Rainfall for Designing Urban Drainage Systems | 5 | (29) | |||
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5 | (3) | |||
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10 | (3) | |||
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29 | (3) | |||
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32 | (2) | |||
3 Rainfall Excess Calculations | 34 | (31) | |||
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34 | (19) | |||
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35 | (1) | |||
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36 | (16) | |||
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52 | (1) | |||
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53 | (7) | |||
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53 | (6) | |||
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59 | (1) | |||
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60 | (3) | |||
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63 | (2) | |||
4 Rainfall Excess and Open-Channel Flow in Urban Watersheds | 65 | (29) | |||
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65 | (6) | |||
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65 | (2) | |||
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67 | (1) | |||
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68 | (1) | |||
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90 | (3) | |||
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93 | (1) | |||
5 Calculation of Runoff Rates From Urban Watersheds | 94 | (53) | |||
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95 | (2) | |||
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95 | (2) | |||
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97 | (1) | |||
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97 | (7) | |||
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98 | (2) | |||
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100 | (3) | |||
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103 | (1) | |||
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104 | (15) | |||
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117 | (2) | |||
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119 | (6) | |||
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121 | (4) | |||
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125 | (4) | |||
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129 | (3) | |||
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132 | (4) | |||
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136 | (5) | |||
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141 | (4) | |||
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145 | (2) | |||
6 Stormwater Drainage Structures | 147 | (71) | |||
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147 | (19) | |||
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147 | (1) | |||
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148 | (7) | |||
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155 | (9) | |||
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164 | (2) | |||
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166 | (18) | |||
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168 | (6) | |||
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174 | (2) | |||
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176 | (1) | |||
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176 | (1) | |||
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177 | (7) | |||
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184 | (16) | |||
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185 | (9) | |||
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194 | (5) | |||
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199 | (1) | |||
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200 | (13) | |||
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201 | (7) | |||
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208 | (5) | |||
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213 | (4) | |||
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217 | (1) | |||
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217 | (1) | |||
7 Stormwater Detention for Quantity Management | 218 | (50) | |||
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218 | (31) | |||
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219 | (3) | |||
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222 | (5) | |||
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227 | (4) | |||
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231 | (8) | |||
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239 | (10) | |||
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249 | (13) | |||
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257 | (2) | |||
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266 | (1) | |||
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8 Urban Stormwater Pollution | 268 | (23) | |||
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269 | (10) | |||
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269 | (4) | |||
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273 | (4) | |||
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277 | (1) | |||
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279 | (8) | |||
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283 | (2) | |||
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285 | (2) | |||
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287 | (3) | |||
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290 | (1) | |||
9 Best Management Practices for Urban Stormwater Quality Control | 291 | (35) | |||
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293 | (6) | |||
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294 | (2) | |||
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296 | (2) | |||
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298 | (1) | |||
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299 | (14) | |||
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300 | (3) | |||
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303 | (1) | |||
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304 | (9) | |||
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313 | (1) | |||
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316 | (4) | |||
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322 | (2) | |||
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324 | (2) | |||
10 Urban Stormwater Computer Models: HEC-HMS and EPA-SWMM | 326 | (25) | |||
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327 | (4) | |||
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331 | (3) | |||
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334 | (3) | |||
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337 | (7) | |||
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344 | (1) | |||
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348 | (2) | |||
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350 | (1) | |||
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Appendix Tabular Hydrograph Unit Discharges for SCS Type II Rainfall Distribution | 351 | (16) | |||
Index | 367 |
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