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Kinematic-Wave Rainfall-Runoff Formulas
Retail Price: $139.00
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$125.10
Authors: Tommy S.W. Wong (School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 
Book Description:
This is not an ordinary book on rainfall and runoff. All the general and working formulas in this book are theoretically derived. The formulas are therefore globally and eternally applicable, as long as the situations under consideration are within the assumptions and limitations of the theory. This epitomizes the powerful nature of the physically-based approach in hydrology. This book covers formulas for flow depth; flow velocity; average flow velocity; wave celerity; average wave celerity; time of concentration; rising, equilibrium and falling phases of a hydrograph; forward characteristic; rising, equilibrium and falling phases of water surface profiles; duration of partial equilibrium discharge; and equilibrium detention storage for flow on an overland plane, and flow in nine different channel shapes, which are (i) circular, (ii) parabolic, (iii) rectangular (deep), (iv) rectangular (square), (v) rectangular (wide), (vi) trapezoidal with equal side slopes, (vii) trapezoidal with one side vertical, (viii) triangular, and (ix) vertical curb.

Table of Contents:
1. Introduction;pp. 1-2

2. GENERAL FORMULAS FOR FLOW ON OVERLAND PLANES;pp. 3-28

3. WORKING FORMULAS FOR FLOW ON OVERLAND PLANES;pp. 29-38

4. GENERAL FORMULAS FOR FLOW IN OPEN CHANNELS;pp. 39-62

5. WORKING FORMULAS FOR FLOW IN CIRCULAR CHANNELS;pp. 63-76

6. WORKING FORMULAS FOR FLOW IN PARABOLIC CHANNELS;pp. 77-89

7. WORKING FORMULAS FOR FLOW IN RECTANGULAR (DEEP) CHANNELS;pp. 91-100

8. WORKING FORMULAS FOR FLOW IN RECTANGULAR (SQUARE) CHANNELS;pp. 101-111

9. WORKING FORMULAS FOR FLOW IN RECTANGULAR (WIDE) CHANNELS;pp. 113-123

10. WORKING FORMULAS FOR FLOW IN TRAPEZOIDAL CHANNEL WITH EQUAL SIDE SLOPES;pp. 125-136

11. WORKING FORMULAS FOR FLOW IN TRAPEZOIDAL CHANNEL WITH ONE SIDE VERTICAL;pp. 137-149

12. WORKING FORMULAS FOR FLOW IN TRIANGULAR CHANNELS;pp. 151-161

13. WORKING FORMULAS FOR FLOW IN VERTICAL CURB CHANNELS;pp. 163-174

14. Appendix A
Applicability of Kinematic Wave Theory;pp. 175-231

Figure

Index

   Series:
      Hydrological Science and Engineering (Series Editor - Dr. Tommy S. W. Wong)
   Binding: Hardcover
   Pub. Date: 2011 - 2nd Quarter
   Pages: 7 x 10, 248 pp.
   ISBN: 978-1-60692-705-2
   Status: AV
  
Status Code Description
AN Announcing
FM Formatting
PP Page Proofs
FP Final Production
EP Editorial Production
PR At Prepress
AP At Press
AV Available
  
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