Atnaujinkite slapukų nuostatas

El. knyga: Flood Control and Drainage Engineering 4th edition [Taylor & Francis e-book]

  • Formatas: 400 pages
  • Išleidimo metai: 14-Feb-2014
  • Leidėjas: CRC Press
  • ISBN-13: 9780429227301
Kitos knygos pagal šią temą:
  • Taylor & Francis e-book
  • Kaina: 304,67 €*
  • * this price gives unlimited concurrent access for unlimited time
  • Standartinė kaina: 435,24 €
  • Sutaupote 30%
Flood Control and Drainage Engineering 4th editionDidesnis paveikslėlis
  • Formatas: 400 pages
  • Išleidimo metai: 14-Feb-2014
  • Leidėjas: CRC Press
  • ISBN-13: 9780429227301
Kitos knygos pagal šią temą:
Taylor & Francis e-booksMore info about Taylor & Francis e-books

Primarily written as course material on flood control and drainage engineering for advanced students of civil engineering, this new fourth edition is again thoroughly revised. It accommodates recent developments in remote sensing, information technology and GIS technology. New added material deals with flood management due to Tsunami waves, flooding due to dam failure and breaking of embankments, application of dredging technologies, problems of flood forecasting, flood plain prioritization and flood hazard zoning, and engineering measures for flood control. Drainage improvement is tackled, with particular regard to salinity and coastal aquifer management from the ingress of sea water. The book includes design problem-solving and case studies, making it practical and applications-oriented. The subject matter will be of considerable interest to civil engineers, agricultural engineers, architects and town planners, as well as other government and non-government organizations.

Preface to the Fourth Edition v
Preface to the First Edition vii
1 Flood Problems
1(6)
1.1 Introduction
1(1)
1.2 Causes of flooding and economic losses
2(1)
1.3 Flood management measures
3(1)
1.4 Flood control strategies
4(1)
1.5 Alleviation of flooding
5(2)
2 Estimation of Design Flood
7(72)
2.1 Introduction
7(1)
2.2 Methods of design flood computations
8(71)
2.2.1 Observation of highest flood
8(1)
2.2.2 Empirical flood formulae
9(4)
2.2.3 Flood frequency study
13(4)
2.2.4 Derivation from storm studies and application of unit hydrograph principle
17(62)
3 Flood Routing Through Reservoirs and Channels
79(78)
3.1 Flood routing through reservoirs---General
79(1)
3.2 Basic Principles of routing
79(9)
3.2.1 Pul's method or inflow-storage-discharge method
80(3)
3.2.2 Cheng's graphical method
83(1)
3.2.3 Working value method
84(1)
3.2.4 Other methods
85(1)
3.2.5 Electronic analogue
86(1)
3.2.6 Mechanical flood router
87(1)
3.3 Routing through river channels
88(8)
3.3.1 Muskingum method
89(7)
3.4 Hydraulic flood routing
96(61)
3.4.1 Continuity equation of unsteady flow
96(1)
3.4.2 Dynamic equation of unsteady flow
96(2)
3.4.3 Characteristics of flood waves
98(4)
3.4.4 Characterisation of flood waves by rating curve
102(1)
3.4.5 Flood waves in natural streams
103(54)
4 Design of Spillways
157(16)
4.1 Functions of spillways
157(1)
4.2 Spillway classification
157(1)
4.3 Types of spillways
158(15)
4.3.1 Hydraulic design
158(3)
4.3.2 Side channel spillways
161(2)
4.3.3 Chute spillway
163(1)
4.3.4 Shaft spillway
164(2)
4.3.5 Siphon spillway
166(1)
4.3.6 Emergency spillway
167(6)
5 Flood Mitigation Through Planning of Reservoir Capacities and Operation of Reservoirs
173(53)
5.1 Introduction
173(1)
5.2 General design factors
174(1)
5.3 Storage capacity determination
175(1)
5.4 Live storage capacity
175(4)
5.4.1 Mass curve
176(3)
5.5 Flood storage
179(1)
5.6 Dead storage
179(11)
5.6.1 Reservoir silting
180(10)
5.7 Reservoir operation fundamentals
190(7)
5.7.1 Operation of reservoir with conventional rule
191(1)
5.7.2 Operation of reservoir with single rule curve
192(1)
5.7.3 Reservoir operation with zoning or partitioning
193(1)
5.7.4 Ideal reservoir operation for flood control
194(2)
5.7.5 Operation procedure of multipurpose reservoir
196(1)
5.8 Reservoir operation from practical considerations
197(29)
5.8.1 Based on annual storage capacity to the annual runoff
197(1)
5.8.2 Based on regulation of reservoirs
198(3)
5.8.3 Spillway gate operations schedules
201(1)
5.8.4 Operation to ensure maximum and minimum flow
202(24)
6 Flood Mitigation Through River Protection and Improvement Works
226(49)
6.1 Introduction
226(2)
6.1.1 Types of rivers
226(2)
6.2 Theoretical background in river engineering
228(12)
6.2.1 Types of flow
228(1)
6.2.2 Resistance laws
229(2)
6.2.3 Energy slope
231(2)
6.2.4 Gradually varied flow
233(1)
6.2.5 Three-dimensional flow
234(6)
6.3 River improvement works
240(15)
6.3.1 Behaviour of River
240(1)
6.3.2 River and hydrographic surveying
240(2)
6.3.3 River training for flood protection
242(2)
6.3.4 Design of river dyke or embankment
244(3)
6.3.5 Bank protection
247(8)
6.4 Channel improvement
255(1)
6.5 Cutoffs
255(2)
6.6 Diversion
257(1)
6.7 Flood relief or by-pass channel
257(1)
6.8 Intercepting of cutoff channel
258(1)
6.9 Floodways
258(2)
6.10 Flood-plain zoning or redevelopment
260(1)
6.11 Spreading grounds
261(1)
6.12 Soil conservation methods
261(14)
7 Flood Forecasting, Warning and Flood Fighting
275(15)
7.1 General
275(1)
7.2 Basic data
275(1)
7.3 Communication network
276(1)
7.4 Forecasting techniques and procedures
276(1)
7.5 Determination of runoff from rainfall data
277(2)
7.6 Method of forecasting stages
279(8)
7.6.1 The Relationship for the peak travel time
279(2)
7.6.2 Example on forecasts reporting
281(6)
7.7 Flood warning
287(1)
7.8 Engineering measures for flood fighting
287(3)
8 Economics of Flood Control, Project
290(10)
8.1 General
290(1)
8.2 Estimating flood damages
291(2)
8.3 Estimates of benefit of flood control
293(1)
8.4 Cost-benefit analysis for a flood control project
293(2)
8.5 Flood control planning through remote sensing
295(5)
8.5.1 General
295(1)
8.5.2 Remote sensing techniques
295(5)
9 Design of Subsurface Drainage System
300(17)
9.1 Introduction
300(1)
9.2 Necessity for drainage
300(3)
9.2.1 Topographic factor
301(1)
9.2.2 Drainage factor
301(2)
9.3 Removal of drainage water---Underdrains and their layout
303(1)
9.4 Design of closed underdrains
303(11)
9.4.1 Depth and spacing of drains
303(3)
9.4.2 Hooghoudt's equation for layered soil
306(1)
9.4.3 Determination of irrigation or rainfall rate
307(1)
9.4.4 Hooghoudt's equation in humid areas
307(1)
9.4.5 Leaching requirement
308(1)
9.4.6 Krikham's formula
309(1)
9.4.7 Bureau of reclamation (USBR) formula
310(3)
9.4.8 Discharge capacity of drains
313(1)
9.4.9 Slopes of drain lines
313(1)
9.4.10 Gravel filter
313(1)
9.5 Design of open underdrain
314(2)
9.6 Design for leaching requirement
316(1)
10 Design of Surface Drainage System
317(30)
10.1 Necessity of surface drainage
317(3)
10.1.1 Surface drainage system for agricultural land
318(2)
10.2 Surface drainage channels design considerations
320(7)
10.2.1 Characteristics of a storm
320(1)
10.2.2 The design of storm
321(2)
10.2.3 Storm runoff
323(2)
10.2.4 Design of drainage channel
325(2)
10.3 General design consideration of outfall culvert
327(3)
10.4 Design consideration of tidal channels and outfall sluices
330(17)
10.4.1 Computation of discharges through the sluice
321(12)
10.4.2 Fixation of sill level, clear width of the sluice and channel dimensions
333(14)
11 Water-Logging and Salinity
347(12)
11.1 Introduction
347(1)
11.2 Causes of water-logging problem
348(1)
11.3 Causes of the salinity problem
348(2)
11.4 Salt water intrusion in coastal aquifers
350(6)
11.4.1 General
350(1)
11.4.2 Salt water intrusion in Coastal Aquifers
350(4)
11.4.3 Method of control
354(2)
11.5 Causes of the drainage problem
356(1)
11.6 Remedial measures to combat water-logging and salinity
357(1)
11.7 Important drainage projects and a case study
358(1)
12 Application of Remote Sensing Technology for Flood Control
359(5)
12.1 Introduction
359(2)
12.1.1 Airborne sensing
359(1)
12.1.2 Satellite sensing
360(1)
12.2 Application for planning flood control measures
361(1)
12.2.1 Flood inundation mapping
362(1)
12.2.2 Information regarding flood plain landuse
362(1)
12.2.3 Indicators of flood susceptibility
362(1)
12.3 Flood warning
362(1)
12.4 Concluding remarks
363(1)
13 Flood Plain Delineation and Flood Hazard Assessment
364(9)
13.1 General
364(1)
13.2 Flood plain delineation from remote sensing
365(1)
13.3 Estimation of flooded area
365(1)
13.4 Flood plain delineation from digital terrain models (DTM)
365(1)
13.5 Geo-referencing of the water level points
366(1)
13.6 Creating a water surface
366(2)
13.7 Flood plain delineation
368(1)
13.8 Flood hazard assessment
369(3)
13.9 Flood hazard zone indexing---simplified approach
372(1)
14 Flood Damage Management---Tsunamis and Storm Surges
373(16)
14.1 Introduction
373(1)
14.2 Characteristics of Tsunami Waves
374(2)
14.3 Tsunami Run up and Damage
376(3)
14.4 Tsunami Forecast and Warnings
379(1)
14.5 Flooding due to Storm surges
380(9)
14.5.1 Introductory Remarks
380(2)
14.5.2 Storm Surge Vulnerable Areas
382(1)
14.5.3 Storm Surge Estimation
382(3)
14.5.4 Storm Surge Estimation by Numerical Modelling
385(4)
15 Flooding Due to Collapse of Dams---Breaching of Flood Levees and Urban Coastal Areas
389(12)
15.1 Introduction
389(1)
15.2 Cases of Failure of Earth Dams
390(1)
15.3 Method of Analysis
391(3)
15.3.1 Upstream Boundary Condition and Flow through Breach
391(1)
15.3.2 Routing of Flow through Channel
392(2)
15.4 Breaching of Flood Levees
394(1)
15.4.1 Introduction
394(1)
15.4.2 Numerical Model
394(1)
15.4.3 Case Study Area
394(1)
15.4.4 Data Used and Methods
395(1)
15.5 Analysis and Results
395(1)
15.6 Flooding in Urban Coastal Areas
396(5)
15.6.1 Introductory Remarks
396(1)
15.6.2 Concept in Model Formation
397(1)
15.6.3 Formulation for Overland Flow
397(1)
15.6.4 Formulation for Channel Flow
397(2)
15.6.5 Tidal Effects
399(2)
Selected References 401(6)
Suggested Readings 407(2)
Index 409
The author, presently retired, served as professor and head of the Civil Engineering Department at the Indian Institute of Technology (IIT), Kharagpur. He also served the Calcutta Port Trust as Chief Hydraulic Engineer on deputation from IIT.



Professor Ghosh is a member of several learned societies and recipient of the Commonwealth Scholarship for Post Doctoral Research at Imperial College, London, UK
Pastovi nuoroda: https://www.kriso.lt/db/9780429227301_pe.html