Affiliation:
1. Lovely Professional University
2. National Institute of Hydrology
Abstract
Estimation of design flood is imperative for hydraulic designs of spillways and various other water resources development projects as well as very essential for flood risk assessment. The objective of the present study is to apply Geographical Information System (GIS) supported hydro informatics approach for estimation of design flash-flood in Bargi dam cross-section. A criterion used for estimation of design flash flood is validated by central water commission (CWC). A hydrologic modelling software (HEC-GeoHMS) is used for the delineation of basin characterises for simulation of the precipitation-runoff process of the dendritic basin system. The SUH (Synthetic Unit Hydrograph) and flood hydrographs for 25, 50 and 100 year return periods are computed along with time distribution curve which can be used to derive the time distribution co-efficient of storm rainfall in the sub-basins for the rainstorm of any duration. It is observed in this research that the peak characteristics of the design flash-flood are more perceptive to the various design storm pattern. It is demonstrated that flood hydrographs are important in flood-risk management. The results attained exhibit the capability of the flood hydrograph to describe the effects of different hydraulic systems.
Publisher
Russian Geographical Society
Subject
Environmental Science (miscellaneous),Geography, Planning and Development
Reference39 articles.
1. Bernard M. (1935). An approach to determinate stream flow. Transactions of the American Society of Civil Engineers, 100, 347-362. Bhaskar N.R., Parida B.P. and Nayak A.K. (1997). Flood estimation for ungauged catchments using the GIUH. Journal of Water Resources Planning and Management, 123 (4), 228-238, DOI: 10.1061/(ASCE)0733-9496(1997)123:4(228).
2. Boyd M.J. (1979). A storage-routing model relating drainage basin hydrology and geomorphology. Hydrological Sciences Bulletin, 24, 43-69.
3. Boyd M.J., Pilgrim D.H. and Cordery I. (1979). A storage routing model based on catchment geomorphology. Journal of Hydrology, 42 (3-4), 209-330.
4. Central Water Commission (CWC). (2002). Flood Estimation Report for Upper Narmada and Tapi subzone-3(c) (revised), 5-28.
5. Central Water Commission (CWC). (2010). Development of Hydrological Design Aids project (Surface Water) under HP-II. [online]. Available at: www.cwc.nic.in/Training_Workshop_in_CWC/Hydrology_Workshop_Feb%206-7,06.pdf [Accessed 24 October 2011].
Cited by
5 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献