TECHNICAL PAPERS
Aug 1, 2001

Regional Flow-Duration Models for Large Number of Ungauged Himalayan Catchments for Planning Microhydro Projects

Publication: Journal of Hydrologic Engineering
Volume 6, Issue 4

Abstract

In the Himalayan region of India, most prospective sites for microhydro projects are ungauged and there are insignificant data for analysis. Design flow estimates are made using a regional flow-duration curve. Regional studies on Himalayan watersheds do not appear to have been reported in the literature. Therefore, models are developed for 1,200 ungauged watersheds of the Lower Himalayas. To this end, the region, comparatively larger in size than the catchment, is assumed to be hydrometeorologically homogeneous in its behavior. Formulation of models is based on data transfer between gauged watersheds of the same region, statistical normalization, and empirical regional relation. The performance of a specific model developed for Himachal Pradesh (Region C) is evaluated using the data of 13 watersheds in calibration and 4 watersheds in validation. It is found that the statistical approach of quantile estimation (nondimensional) performs satisfactorily in calibration as well as in validation. The simple power relation for mean flow-estimation, as well as the complete model, performs well in calibration and less satisfactorily in validation because of the short length of data.

Get full access to this article

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

References

1.
Armbruster, J. T. ( 1976). “An infiltration index useful in estimating low-flow characteristics of drainage basins.” J. Res. of the U.S. Geological Survey, 4(5), 533–538.
2.
Box, G. E. P., and Cox, D. R. ( 1964). “An analysis of transformations.” J. Royal Statistical Soc., Ser. B, 26, 211–252.
3.
Central Water Commission (CWC). ( 1983). “Flood estimation report.” Directorate of Hydrology (Small Catchments), New Delhi.
4.
Demuth, S. ( 1993). “Untersuchungen zum Niedrigwasser in West-Europa [Low flow studies in West Europe].” Freiburger Schriften zur Hydrlogie, Bd, 1, Freiburg I, Br, Germany (in German).
5.
Demuth, S., and Hagemann, I. ( 1994). “Estimation of low flow parameters applying hydrological area information.” Proc., 2nd FRIEND Conf., FRIEND: Flow Regimes from International Experimental and Network Data, P. Seuna, A. Gustard, N. W. Arnell, and G. A. Kole, eds., International Association of Hydrological Sciences, Wallingford, U.K. 51–59.
6.
Dingman, S. L. ( 1978). “Synthesis of flow-duration curves for unregulated streams in New Hampshire.” Water Resour. Bull., 14(6), 1481–1502.
7.
Finnessey, N., and Vogel, R. M. (1990). “Regional flow-duration curves for ungauged sites in Massachusetts.”J. Water Resour. Plng. and Mgmt., ASCE, 116(4), 530–549.
8.
Froehlich, D. C. (1995). “Peak outflow from breached embankment dam.”J. Water Resour. Plng. and Mgmt., ASCE, 121(1), 90–97.
9.
Frye, P. M., and Runner, G. S. ( 1970). “A proposed streamflow flow data program for West Virginia.” Open File Rep. 61, U.S. Geological Survey, Washington, D.C.
10.
Hines, M. S. ( 1975). “Flow duration and low-flow frequency determinations of selected Arkansas streams.” Water Resour. Circular No. 12, U.S. Geological Survey, Washington, D.C.
11.
Ineson, J., and Downing, R. A. ( 1965). “The ground-water component of river discharge and its relationship to hydrogeology.” J. Instn. of Water Engrs., 18(7), 519–541.
12.
Institute of Hydrology (IOH). ( 1980). “Low flow studies.” Rep. No. 1, Wallingford, U.K.
13.
Klassen, B. E., and Pilgrim, D. H. ( 1975). “Hydrograph recession constants for New South Wales streams.” Civ. Engrg. Trans., 43–49.
14.
Loaiciga, H. A. (1989). “Variability of empirical flow quantiles.”J. Hydr. Engrg., ASCE, 115(1), 82–100.
15.
McMahon, T. A. ( 1969). “Aspects of a regional study in the Hunter Valley, New South Wales.” J. Hydro., Amsterdam, 7, 14–38.
16.
Mimikou, M., and Kaemaki, S. ( 1985). “Regionalization of flow duration characteristics.” J. Hydro., Amsterdam, 82, 77–91.
17.
Musiake, K., Inokuti, S., and Takahasi, Y. ( 1975). “Dependence of low flow characteristics on basin geology in mountainous areas of Japan.” IAHS Publ. No. 117 de L'Association Internationale des Sciences Hydrologiques de Symposium de Tokyo, 109–147.
18.
Quimpo, R. G., Alejandrino, A. A., and McNally, T. A. (1983). “Regionalized flow duration for Philippines.”J. Water Resour. Plng. and Mgmt., ASCE, 109(4), 320–330.
19.
Riggs, H. C. ( 1973). “Regional analyses of streamflow techniques.” Chapter B3, Techniques of water research investigations, Book 4, U.S. Geological Survey, Washington, D.C., 15p.
20.
Rodda, J. C., Dawning, R. A., and Law, F. M. ( 1976). Systematic hydrology, Newness Butterworths, London.
21.
Simmers, I. ( 1975). “The use of regional hydrology concepts for spatial translation of stream data.” IAHS Publ. No. 117 de L'Association Internationale des Sciences Hydrologiques de Symposium de Tokyo, 109–118.
22.
Skelton, J. ( 1974). “Estimating low-flow frequency for perennial Missouri Ozarks streams.” U. S. Geological Survey-Water Resources Investigations, Rolla, Mo., 59–73.
23.
Thomas, D. M., and Benson, M. A. ( 1975). “Generalization of streamflow characteristics from drainage basin characteristics.” Geological survey water supply paper, U.S. Govt. Printing Office, Washington, D.C.
24.
Wesche, T. A., and Richard, P. A. ( 1973). “Parameters influencing minimum streamflow.” Proc., Hydr. Div. Spec. Conf., Hydr. Engrg. and Envir., ASCE, 21–30.
25.
Weyer, K. U., and Karrenbury, H. ( 1970). “Influence of fractured rocks on the recession curve of limited catchment areas in Hill Country: A result of regional research and a first evaluation of runoff at hydrogeological experimental basins.” J. Hydro., Amsterdam, 9(2), 177–191.
26.
Wright, C. E. ( 1970). “Catchment characteristics influencing low flows.” J. Water and Water Engrg., 468–471.
27.
Wright, C. E. ( 1974). “The influence of catchment characteristics upon the low flows in South East England.” Water Services, 227–230.
28.
Yoon, Y. N. ( 1975). “Correlation of the stream morphological characteristics of the Han river basin with its mean daily and 7-day 10-year low flows.” IAHS Publ. No. 117, de L'Association Internationale des Sciences Hydrologiques de Symposium de Tokyo, 1169–1180.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 6Issue 4August 2001
Pages: 310 - 316

History

Received: May 18, 1998
Published online: Aug 1, 2001
Published in print: Aug 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Scientist E, Nat. Inst. of Hydro. Roorkee 247 667, Uttar Pradesh, India.
Scientist E, Nat. Inst. of Hydro. Roorkee 247 667, Uttar Pradesh, India.
DHV Consultants, Greater Kailash, New Delhi 110 048, India.

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