TECHNICAL PAPERS
Jan 1, 1998

Reservoir Operation Studies of Sabarmati System, India

Publication: Journal of Water Resources Planning and Management
Volume 124, Issue 1

Abstract

In India, reservoirs are usually constructed to serve multiple purposes, such as irrigation, municipal and industrial water supply, hydropower generation, and flood control. Because of the high temporal and geographical variability of rainfall in this country, reservoir operation occupies an important place in the utilization of water resources. The operation of the Sabarmati system, consisting of four reservoirs and three diversion structures, was studied. The function of the system is to provide a municipal and industrial water supply, irrigation, and flood control. For conservation regulation of the system, rule curves were derived for the various reservoirs. Using the simulation analysis, the rule curves were fine-tuned to achieve the targets to the maximum possible extent. The operation procedure for flood regulation was developed for the Dharoi reservoir. Since the potential damage center is located far downstream of the dam, the modeling of flow in the Sabarmati River at Ahmedabad was carried out. Software was developed to assist the dam operator in determining the safe release from the Dharoi reservoir during floods.

Get full access to this article

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

References

1.
Hall, W. A., and Dracup, J. A. (1979). Water resources systems engineering. Tata McGraw-Hill Publishing Company, New Delhi, India.
2.
Hydrologic Engineering Center. (1991). “Optimization of multi-purpose reservoir system operations: A review of modeling and analysis approaches,”Res. Doc. No. 34, U.S. Army Corps of Engineers, Davis.
3.
IRIS: An interactive river system simulation program. User's manual. (1990). Resource Planning Assoc., Inc., Ithaca, N.Y.
4.
Jain, S. K., and Goel, M. K. (1994). A model for simulation of multireservoir system for conservation operation: User's manual-46. National Institute of Hydrology, Roorkee, India.
5.
Kite, G. W. (1977). Frequency and risk analysis in hydrology. Water Resources Publications, Littleton, Colo.
6.
Loucks, D. P., Stedinger, J. R., and Haith, D. A. (1981). Water resources systems planning and analysis. Prentice-Hall, Inc., Englewood Cliffs, N.J.
7.
Martin, Q. W. (1982). Multivariate simulation and optimization model (SIM-V): Program documentation and user's manual. UM-38. Texas Department of Water Resources, Austin, Tex.
8.
Ponce, V. M. (1989). Engineering hydrology: Problems and practices. Prentice-Hall, Inc., Englewood Cliffs, N.J.
9.
Sigvaldason, O. T.(1976). “A simulation model for operating a multipurpose multireservoir system.”Wtr. Resour. Res., 12(2), 263–278.
10.
Simonovic, S. P.(1992). “Reservoir system analysis: Closing gap between theory and practice.”J. Wtr. Resour. Plng. and Mgmt., ASCE, 118(3), 262–280.
11.
Snyder, F. F. (1938). “Synthetic unit-graphs.”Trans. Am. Geophys. Union 19, 447–454.
12.
Wurbs, R. A.(1993). “Reservoir-system simulation and optimization models.”J. Wtr. Resour. Plng. and Mgmt., ASCE, 119(4), 455–472.
13.
Yeh, W. W.-G.(1985). “Reservoir management and operations models: A state-of-the-art review.”Water Resour. Res., 21(12), 1797–1818.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 124Issue 1January 1998
Pages: 31 - 37

History

Published online: Jan 1, 1998
Published in print: Jan 1998

Permissions

Request permissions for this article.

Authors

Affiliations

Sharad K. Jain
Sci. E, Nat. Inst. of Hydrol., Roorkee 247 667, India.
Manmohan K. Goel
Sci. C, Nat. Inst. of Hydrol., Roorkee.
Pushpendra K. Agarwal
Sr. Res. Asst., Nat. Inst. of Hydrol., Roorkee.

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