TECHNICAL PAPERS
Mar 21, 2011

Derivation of Travel Time Based on Diffusive Wave Approximation for the Time-Area Hydrograph Simulation

Publication: Journal of Hydrologic Engineering
Volume 17, Issue 1

Abstract

Derivation of travel time based on Saint-Venant equations may substantially improve rainfall-runoff routing, particularly in the Clark approach and GIS-based hydrological routing models. Kinematic wave (KW) and diffusive wave (DW) approximations are often applied in lieu of the dynamic wave (DYW) solution to study overland flow regime. In this study, for the first time, travel-time relationships are presented based on DW approximation. In terms of equilibrium time, the DW approximation improved results from 5% up to 15% over the KW approximation. After obtaining the semianalytical solution of the DW travel time, discharge hydrographs over a rectangular plane through the well-known time-area method were derived. Considering the DYW solution as the benchmark, it was found that the time-area approach by adopting the proposed DW wave travel time formulation, provided satisfactory results for 2.5<K0F02<25 and F0>0.1 . Using the travel time based on KW approach, the time-area method was found fairly accurate for K0F02>25 and F0>0.1 . K0 and F0 are the well-known kinematic wave number and Froude number, respectively. Therefore, it is perceived that as K0F02 decreases, the difference between KW and DW approximations becomes greater.

Get full access to this article

View all available purchase options and get full access to this article.

References

Agiralioglu, N. (1984). “Effect of catchment geometry on time of concentration.” Proc., 3rd Int. Conf. on Urban Storm Drainage, Gothenburg, Sweden, Vol. 1, 177–184.
Ajward, M. H., and Muzik, I. (1999). “A spatial hydrology model for flood estimation.” WRPMD, Proc., 29th Annual Water Resources Planning and Management Conf., ASCE, Reston, VA.
Ajward, M. H., and Muzik, I. (2000). “A spatially varied unit hydrograph model.” J. Environ. Hydrol., 8(7), 1–8.
Das, G. H. (2004). Hydrology and soil conservation engineering, Prentice-Hall of India Pvt., New Delhi, India.
Eagleson, P. S. (1970). Dynamic hydrology, McGraw-Hill, New York.
Govindaraju, R. S., Jones, S. E., and Kavvas, M. L. (1988). “On the diffusion model for overland flow I: Solution for steep slope.” Water Resour. Res., 24(5), 734–744.
Jain, M. K., and Singh, V. P. (2005). “DEM-based modelling of surface runoff using diffusion wave equation.” J. Hydrol., 302(1–4), 107–126.
Larson, C. L. (1965). “A two-phase approach to prediction of peak retes and frequencies of runoff for small ungaged watersheds.” Tech. Rep. 53, Stanford Univ. Dept. Civ. Eng., Palo Alto, CA.
Maidment, D. R. (1992). “Grid-based computation of runoff: A preliminary assessment.” Hydrologic Engineering Center, U.S. Army Corps of Engineers, Contract DACW05, 983, Vol. 92, Davis, CA.
Maidment, D. R. (1993). “Developing a spatially distributed unit hydrograph by using GIS.” Proc. of the Vienna Conf. HydroGIS 93: Application of Geographic Information Systems in Hydrology and Water Resources, IAHS Publ. No. 211.
Morris, E. M., and Woolhiser, D. A. (1980). “Unstready one-dimentional flow over a plane: Partial equilibrium and recession hydrographs.” Water Resour. Res., 16(2), 355–360.
Moramarco, T., and Singh, V. P. (2000). “A practical method for analysis or river waves and for KW routing in natural channel networks.” Hydrol. Processes, 14(1), 51–62.
Moramarco, T., and Singh, V. P. (2002). “Accuracy of kinematic wave and DW for a spatial-varying rainfall excess over a plane.” Hydrol. Processes, 16(17), 3419–3435.
Moramarco, T., Pandolfo, C., and Singh, V. P. (2008a). “Accuracy of kinematic wave and diffusion wave approximations for flood routing. I: Steady analysis.” J. Hydrol. Eng., 13(11), 1078–1088.
Moramarco, T., Pandolfo, C., and Singh, V. P. (2008b). “Accuracy of kinematic wave approximations for flood routing. II: Unsteady analysis.” J. Hydrol. Eng., 13(11), 1089–1096.
Nzewi, E. U. (2001). Water Resources, Mc Graw-Hill Professional.
Parlange, J. Y., et al. (1990). “Asymptotic expansion for steady state overland flow.” Water Resour. Res., 26(4), 579–583.
Pearson, C. P. (1989). “One-dimensional flow over a plane: Criteria for kinematic wave modelling.” J. Hydrol., 111(1-4), 39–48.
Ponce, V. M. (1986). “Diffusion wave modeling of catchment dynamics.” J. Hydraul. Eng., 112(8), 716–727.
Ponce, V. M. (1991). “Kinematic wave controversy.” J. Hydraul. Eng., 117(4), 511–525.
Richardson, J. R., and Julien, P. Y. (1994). “Suitability of simplified overland flow equations.” Water Resource Res., 30(3), 665–671.
Saghafian, B., and Julien, P. Y. (1995). “Time to equilibrium for spatially variable watersheds.” J. Hydrol., 172(1-4), 231–245.
Saghafian, B., Julien, P. Y., and Rajaie, H. (2002). “Hydrograph simulation based on variable isochrone technique.” J. Hydrol., 261(1–4), 193–203.
Singh, V. P. (1996). Kinematics wave modeling in water resources engineering, Wiley, New York.
Singh, V. P., and Aravamuthan, V. (1993). “Errors in kinematic-wave and diffusion-wave approximations for time-independent flows: cases one to six.” Technical Rep. WRR 20, Water Resources Program, Dept. of Civil Engineering, Louisiana State Univ., Baton Rouge, LA.
Singh, V. P., and Aravamuthan, V. (1995). “Accuracy of kinematic wave and diffusion wave approximations for time-independent flows.” Hydrol. Processes, 9(7), 755–782.
Singh, V. P., and Aravamuthan, V. (1997). “Accuracy of kinematic wave and diffusion wave approximations for time-independent flow with momentum exchange included.” Hydrol. Processes, 11(5), 511–532.
Wong, T. S. W. (2008). “Effect of channel shape on time of travel and equilibrium detention storage in channel.” J. Hydrol. Eng., 13(3), 189–196.
Wong, T. S. W. (2009). “Evolution of kinematic wave time of concentration formulas for overland flow.” J. Hydrol. Eng., 14(7), 739–744.
Woolhiser, D. A., and Ligget, J. A. (1967). “Unsteady one-dimensional flow over a plane: The rising hydrograph.” Water Resource Res., 3(3), 753–771.
Yen, B. C., and Lee, K. T. (1997). “Unit hydrograph derivation for ungaged watersheds by stream order laws.” J. Hydrol. Eng., 2(1), 1–9.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 17Issue 1January 2012
Pages: 85 - 91

History

Received: Mar 10, 2010
Accepted: Mar 18, 2011
Published online: Mar 21, 2011
Published in print: Jan 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

M. Zakeri Niri [email protected]
Ph.D. Candidate, Technical & Engineering Dept., Science & Research Branch, Islamic Azad Univ. (IAU), Tehran, Iran (corresponding author). E-mail: [email protected]
B. Saghafian
Professor, Technical & Engineering Dept., Science & Research Branch, Islamic Azad Univ. (IAU), Tehran, Iran.
S. Golian, Ph.D.
Assistant Professor, Civil Engineering Dept., Shahrood Univ. of Technology, Shahrood, Iran.
T. Moramarco
Researcher, National Research Council, Research Institute for Geo-Hydrological Protection (IRPI), CNR, Perugia, Italy.
A. Shamsai
Professor, Technical & Engineering Dept., Science & Research Branch, Islamic Azad Univ. (IAU), Tehran, Iran.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share