Calculating required capacity for the proposed of development irrigated areas at Perjaya Weir, South Sumatera by using numeric and sequent peak methods
DOI:
https://doi.org/10.31028/ji.v8.i1.1-14Keywords:
irrigation, water, infrastructure, water balance, capacityAbstract
The development of an irrigated area is strongly influenced by water availability, water demand and availability of infrastructure. Water balance is the key to whether the water system in the irrigation area development plan can be realized according to currently existing condition because of an availability of water surplus, without needing improvement of existing dam efficiency and effectiveness. If there is a deficit of water, it still may require an amount of water through the construction of a reservoir upstream. In support of the development plan, a simulation between the extent of proposed irrigated area and water available is required, so that weir capacity for any alternative to the irrigation area development can be identified to meet the needs of development. Some simple methods and calculations can be used to simulate the required capacity of a weir upstream.
Downloads
References
Bertold, T and Gert. AS. 1976. Comparison of Required Reservoir Storage Computed by Thomas Fiering Model and the Karlsruhe Model. Hydrological Sciences Bulletin des Sciences Hydrologiques XX1, 1 3.
Gould BW. 1964. Discussion of Alexander GN, Effect of variability of stream-flow on optimum storage capacity. In: Water resources use and management, proceedings of a symposium held in Canberra. Melbourne: Melbourne University Press; p. 161-64.
Hall H J and HOCKIN D L. 1980. Guide to design of storage ponds for flood control in partly urbanised catchment areas. Technical Note 100. CIRIA, London.
Hurst HE. 1951. Long term storage capacity of reservoirs. Trans Am Soc Civil Eng; 116:770-99.
Keneth. W. Potter. 2007. Sequent Peak Procedure : Minimum Reservoir Capacity Subject to Constraint on Final Storage. Journal of American Water Resources Association, June 2007.
Klemens, V. 1987. `One hundred years of applied storage reservoir theory'. Water Resources Management, 1(3), 159-175.
Loucks DP, Stedinger JR, Haith DA. 1981. Water resources systems planning and analysis. Englewood Cliffs (NJ): Prentice-Hall.
McMahon TA, Adeloye AJ. 2005. Water resources yield. Colorado: Water Resources Publications, LLC.
McMahon TA, Mein RG. 1978. Reservoir capacity and yield. Amsterdam: Elsevier.
McMahon TA, Geoffrey GS, Richard M., Vogel, Muray. 2007. Revisiting Reservoir Storage Yield Relationships using a Global Streamflow Database. ScienceDirect, Elsevier Publication, pp. 1858-1872.
Montaseri M, Adeloye AJ. 1999. Critical period of reservoir systems for planning purposes. J Hydrol;224:115-36.
Phien HN. 1993. Reservoir storage capacity with gamma inflows. J Hydrol; 146:383-9.
Rippl, W. 1983. `The capacity of storage reservoirs for water supply'*.Minutes of proc. 71, 270-278
Subarkah. I. 1980. Hidrolgi untuk Perencanaan Bangunan Air. Bandung, Indonesia.
Triatmodjo.B, 2008. Hidrologi Terapan. Cetakan Pertama, Beta Offset. Yogyakarta.
Vogel RM. 1995. Bolognese RA. Storage-reliability-resistance-yield relations for over-year water supply systems. Water Resourses; 31(3):645-54.
Vogel RM, Lane M, Ravindrian RS, Kirshen P. 1999. Storage reservoir behavior in the United States. J Water Resour Plann Manage, Am Soc Civil Eng; 125(5):90-7.
Downloads
Published
How to Cite
Issue
Section
License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.