Your search found 59 records
1 Reddy, M. 1990. Local optimal control of irrigation canals. Journal of Irrigation and Drainage Engineering, 116(5):616-631.
(Location: IWMI-HQ Call no: PER Record No: H06872)
2 Wang, C.; Clemmens, A. J.; Hart, W. E. 1990. Dynamic response of automatic water-level controller 1: Theory. Journal of Irrigation and Drainage Engineering, 116(1):769-783.
(Location: IWMI-HQ Call no: PER Record No: H07365)
3 Clemmens, A. J.; Wang, C.; Replogle, J. A. 1990. Dynamic response of automatic water-level controller II: Application. Journal of Irrigation and Drainage Engineering, 116(6):784-796.
(Location: IWMI-HQ Call no: PER Record No: H07366)
4 Merkley, G. P.; Walker, W. R. 1991. Centralized scheduling logic for canal operation. Journal of Irrigation and Drainage Engineering, 117(3):377-393.
(Location: IWMI-HQ Call no: PER Record No: H08271)
5 Swamee, P. K. 1992. Sluice-gate discharge equations. Journal of Irrigation and Drainage Engineering, 118(1):56-60.
(Location: IWMI-HQ Call no: PER Record No: H09912)
6 Kato, T.; Toda, G. 1992. Hydraulic characteristics of UGT gate, circular high-pressure side gate for pipe conduit. Journal of Irrigation Engineering and Rural Planning, 23:23-38.
(Location: IWMI-HQ Call no: PER Record No: H011327)
7 Swamee, P. K.; Pathak, S. K.; Ali, M. S. 1993. Analysis of rectangular side sluice gate. Journal of Irrigation and Drainage Engineering, 119(6):1026-1035.
(Location: IWMI-HQ Call no: PER Record No: H013676)
A side sluice gate is a flow-regulation device widely used in irrigation works for diverting the flow from a main channel to a secondary channel. The discharge of a side sluice gate may be obtained through the concept of an elementary discharge coefficient for an elementary strip along the gate length. Similar to the case of a normal sluice gate, the elementary discharge coeffient for a side sluice gate has been found to be a function of channel flow depth to the gate opening ratio for free-flow conditions. It depends on an additional parameter, namely, the ratio of the crest width to the gate opening for submerged-flow conditions. For a broad-crested side sluice gate, the discharge coefficient involves still one more parameter: the ratio of the crest width to the gate opening.
8 Lankford, B.; Gowing, J. 1996. The impact of design approximations on the operational performance of an irrigation scheme: A case study in Malaysia. Irrigation and Drainage Systems, 10(3):193-205.
Irrigation canals ; Design ; Gates ; Water control ; Irrigation programs ; Rice ; Case studies / Malaysia / Sungai Muda / Pilau Pinang
(Location: IWMI-HQ Call no: PER Record No: H019172)
9 Skogerboe, G. V.; Merkley, G. P. 1996. Irrigation maintenance and operations learning process. Highlands Ranch, CO, USA: Water Resources Publications, LLC. x, 358p.
Irrigation operation ; Maintenance ; Terminology ; Irrigation engineering ; Irrigation systems ; Training ; Teaching materials ; Monitoring ; Evaluation ; Farmer-agency interactions ; Water delivery ; Watersheds ; Reservoirs ; Irrigation canals ; Open channels ; Canal linings ; Sedimentation ; Dams ; Aquatic weeds ; Erosion ; Surface drainage ; Subsurface drainage ; Gates ; Discharge frequency ; Measurement ; Flow ; Construction technology ; Calibrations ; Velocity ; Weirs ; Design ; Flumes ; Seepage loss ; Irrigation scheduling ; Computer models ; Hydraulics ; Water budget / Thailand / Pakistan / India / Sri Lanka / Philippines / Bolivia
(Location: IWMI-HQ Call no: 631.7.1 G000 SKO Record No: H019955)
10 Skogerboe, G. V.; Merkley, G. P.; Shafique, M. S.; Gandarillas, C. A. 1992. Field calibration of irrigation flow control structures. Logan, UT, USA: Utah State University. Department of Agricultural and Irrigation Engineering. International Irrigation Center. viii, 93p.
Irrigation systems ; Networks ; Irrigation engineering ; Flumes ; Measuring instruments ; Water measurement ; Flow measurement ; Discharges ; Open channels ; Flow control ; Gates ; Calibrations ; Control methods ; Irrigation canals ; Pipes
(Location: IWMI-HQ Call no: 631.7.1 G000 SKO Record No: H020248)
11 Bautista, E.; Clemmens, A. J.; Strelkoff, T. 1997. Comparison of numerical procedures for gate stroking. Journal of Irrigation and Drainage Engineering, 123(2):129-136.
Open channels ; Mathematical models ; Water conveyance ; Water distribution ; Equity ; Flow regulators ; Gates ; Pumps ; Flow control
(Location: IWMI-HQ Call no: PER Record No: H021091)
12 Maxwell, W. C. H.; Preul, H. C.; Stout, G. E. (Eds.) 1996. Proceedings Rivertech 96 - Volume 1: 1st International Conference on New/Emerging Concepts for Rivers, September 22 - September 26, 1996, Fairmont Hotel, Chicago, Illinois, USA. Urbana, IL, USA: IWRA. xii, 474p.
River basins ; Estuaries ; Satellite surveys ; Water quality ; Simulation models ; Nitrogen ; Water pollution ; Water resources ; Hydrology ; Runoff ; Open channels ; Flood plains ; Discharges ; Gates ; Environmental effects ; Fish ; Flood control ; Dams ; Case studies ; GIS ; Drought ; Watershed management / USA / India / Hungary / China / Nepal / Russian Federation / Italy / Portugal / Spain / Egypt / Siberia / Algeria / Mississippi River / Andhra Pradesh / Gautami Godavari River Estuary / Danube / Gemenc Floodplain / Mekong Basin / Three Gorges Project / Kosi River / Columbia River / OB River Basin / PO River / DuPage River / Nile River / Ohio River / Fox River / Ural River / Chester Creek watershed / Bee Creek Watershed / Farakka Barrage / Ganges / Sacramento River / Butte basin / California / Upper Illinois Waterway / Colorado River Basin / Chiffa River
(Location: IWMI-HQ Call no: 627.12 G000 MAX Record No: H021106)
13 Volkan, F.; Voron, B. 1992. Improvement of the regulation techniques in Turkey: The example of the Harran Main Canal. In IIMI; CEMAGREF. International Workshop on The Application of Mathematical Modelling for the Improvement of Irrigation Canal Operation, October 26-30, 1992, Montpellier, France. pp.67-79.
Irrigation canals ; Canal regulation techniques ; Gates / Turkey / Harran Main Canal / Southeastern Anatolia Project
(Location: IWMI-HQ Call no: IIMI 631.7.1 G000 IIM Record No: H022411)
(0.48 MB)
14 Sauvagère, J. P. 1992. The Bival canal control system application to the Sahel Cabal operated by the Office du Niger (Mali) In IIMI; CEMAGREF. International Workshop on The Application of Mathematical Modelling for the Improvement of Irrigation Canal Operation, October 26-30, 1992, Montpellier, France. pp.199-212.
Irrigation programs ; Irrigation canals ; Canal regulation techniques ; Gates ; Simulation models ; Computer models ; Rehabilitation / Africa / Mali / Sahel Canal / Fala de Molodo
(Location: IWMI-HQ Call no: IIMI 631.7.1 G000 IIM Record No: H022420)
(0.17 MB)
15 Holly, F. M.; Parrish, J. B. 1992. CanalCAD: Dynamic flow simulation in irrigation canals with automatic gate control. In IIMI; CEMAGREF. International Workshop on The Application of Mathematical Modelling for the Improvement of Irrigation Canal Operation, October 26-30, 1992, Montpellier, France. pp.329-335.
Irrigation management ; Irrigation canals ; Simulation models ; Computer models ; Control systems ; Canal regulation techniques ; Gates ; Decision support tools
(Location: IWMI-HQ Call no: IIMI 631.7.1 G000 IIM Record No: H022429)
(0.39 MB)
16 Ratnasara, G. V. 1997. Structural changes effected, related problems and lessons learnt in drainage and reclamation projects in southern and south western coastal low lying areas of Sri Lanka. In ICID, 7th ICID International Drainage Workshop, "Drainage for the 21st century," 17-21 November 1997, Penang, Malaysia - Proceedings, volume 2: Policy issues and strategies, planning, design and construction. Malacca, Malaysia: Malaysian National Committee on Irrigation and Drainage (MANCID) pp.P10:1-15.
Land reclamation ; Development projects ; Flood control ; Drainage ; Canals ; Salinity control ; Gates ; Pumps / Sri Lanka / Ginganga / Nilwala Ganga / Thangalu Welyaya Project / Greater Colombo Project
(Location: IWMI-HQ Call no: ICID 631.62 G000 ICI Record No: H022794)
17 Xiaobo, W. C. Z. L. F. 1998. The mathematical model of dynamic process of canal with hydraulically automatic upstream constant level control. In ICID, The Tenth Afro-Asian Regional Conference Proceedings: Water and land resources development and management for sustainable use, Denpasar, Bali, Indonesia, 19-24 July 1998. Volume II - B. Jakarta, Indonesia: Indonesian National Committee on Irrigation and Drainage (INACID) pp.B19:1-9.
(Location: IWMI-HQ Call no: ICID 631.7 G570 ICI Record No: H022950)
18 Hargreaves, G. H.; Merkley, G. P. 1998. Irrigation fundamentals: An applied technology test for teaching irrigation at the intermediate level. Highlands Ranch, CO, USA: Water Resources Publications, LLC. xvi, 182p.
Irrigated farming ; Technology ; Irrigation practices ; Crop production ; Plant growth ; Climate ; Soil fertility ; Fertilizers ; Water availability ; Water distribution ; Soil texture ; Soil classification ; Infiltration ; Soil water relations ; Hydrology ; Border irrigation ; Basin irrigation ; Furrow irrigation ; Subsurface irrigation ; Sprinkler irrigation ; Drip irrigation ; Irrigation systems ; Evaluation ; Water requirements ; Evaporation ; Evapotranspiration ; Irrigation requirements ; Irrigation scheduling ; Rice ; Surface drainage ; Subsurface drainage ; Flow measurement ; Weirs ; Flumes ; Gates ; Velocity ; Irrigation management ; Policy ; Water management ; Farm size ; Watershed management ; Wells ; Water law ; Water rights
(Location: IWMI-HQ Call no: 631.7 G000 HAR Record No: H023117)
19 Murray-Rust, D. H. 1997. Roles of Irrigation Department and farmers in management of Sheikh Yousaf Minor, Lower Swat Canal, NWFP, Pakistan. In Murray-Rust, D. H.; Vender Velde, E. J.; Habib-ur-Rehman (Eds.), Water management in NWFP. Peshawar, Pakistan: NWFP Agricultural University; Wageningen, Netherlands: Wageningen Agricultural University. Department of Irrigation and Soil and Water Conservation. pp.304-317.
Irrigation management ; Farmer participation ; Farmer-agency interactions ; Water users ; Irrigation canals ; Watercourses ; Flow control ; Gates / Pakistan / North West Frontier Province / Lower Swat Canal / Sheikh Yousaf Minor
(Location: IWMI-HQ Call no: 631.7.8 G730 MUR Record No: H023148)
20 Khan, A. H.; Skogerboe, G. V.; Siddiqui, R.; Lashari, B.; Jalbani, Z. H.; Khuwaja, M. A.; Memon, M. H.; Khokhar, W. H. 1998. Field discharge calibration of head regulators, Mirpurkhas Sub-division, Jamrao Canal, Nara Circle, Sindh Province, Pakistan. Hyderabad, Pakistan: International Irrigation Management Institute (IIMI). Pakistan National Program. v, 47p. (IWMI Pakistan Report R-062 / IIMI Pakistan Report R-062) [doi: https://doi.org/10.3910/2009.499]
Irrigation canals ; Distributary canals ; Flow control ; Gates ; Discharges ; Calibrations ; Measurement ; Measuring instruments ; Velocity / Pakistan / Sindh Province / Nara Circle / Jamrao Canal / Mirpurkhas
(Location: IWMI-HQ Call no: IIMI 631.7.1 G730 KHA Record No: H023254)
(3.07MB)
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