Your search found 116 records
1 Indian Standards Institution. 1980. Instructions for collection of data for the determination of error in measurement of flow by velocity area method. New Delhi, India: The Institute. 13 p. (Indian Standard: 2915-1964)
(Location: IWMI-HQ Call no: 532.053 G635 IND Record No: H0319)
2 Indian Standards Institution. 1982. Velocity area methods for measurement of flow of water in open channels. New Delhi, India: The Institute. 52 p. (Indian Standard: 1192-1981)
(Location: IWMI-HQ Call no: 532.053 G635 IND Record No: H0317)
3 Mahmood, K.; Yevjevich, V. 1975. Unsteady flow in open channels. Fort Collins, CO, USA: Water Resources Publications. 3 vols.; xiii, 484 p.; x, 992 p.; vi, 447 p.
(Location: IWMI-HQ Call no: 631.7.1 G000 MAH Record No: H02009)
Volume III is a supplement to Volumes I and II as well as an independent reference. This is the story of man's attempts to analyze and predict unsteady open channel flow and water wave motion, since it contains 1885 references in chronological order and a corresponding index of authors arranged alphabetically.
4 Brown, M. J.; Kemper, W. D.; Trout, T. J.; Humphreys, A. S. 1988. Sediment erosion and water intake in furrows. Irrigation Science, 9(1):45-55.
(Location: IWMI-HQ Call no: PER Record No: H03684)
5 Ramamurthy, A. S.; Tim, U. S.; Rao, M. V. J. 1987. Flow over sharp-crested plate weirs. Journal of Irrigation and Drainage Engineering, 113(4):163-172.
(Location: IWMI-HQ Call no: PER Record No: H02699)
6 Hathoot, H. M. Artificial protection of soil against an upward potential gradient. ICID Bulletin, 30(2):44-48.
(Location: IWMI-HQ Call no: P 1175 Record No: H05131)
7 Schwab, G. O.; Frevert. R. K.; Edminster, T. W.; Barnes, K. K. 1981. Soil and water conservation engineering. 3rd ed. New York, NY, USA: John Wiley & Sons. xv, 525p.
Soil conservation ; Water conservation ; Precipitation ; Infiltration ; Evapotranspiration ; Runoff ; Erosion ; Surface drainage ; Open channels ; Subsurface drainage ; Water supply ; Water quality ; Surface irrigation ; Sprinkler irrigation ; Drip irrigation ; Velocity ; Irrigation design
(Location: IWMI-HQ Call no: 631.4 G000 SOI Record No: H014078)
8 Odgaard, A. J.; Mosconi, C. E. 1987. Streambank protection by Iowa vanes. ISWRRI report no.146; IIHR report no.306. viii, 34p.
Flow control ; Velocity ; Flow channels ; Performance evaluation ; Design ; Rivers ; Erosion / USA / Iowa
(Location: IWMI-HQ Call no: P 3552 Record No: H014804)
9 Mestre, E.; Leon, L. F.; Martinez-Austria, P. 1994. Integral approach to water quality conservation in basins. International Journal of Water Resources Development, 10(3):277-289.
Water resource management ; Water quality ; Water conservation ; River basins ; Surface water ; Groundwater ; Water pollution ; Mathematical models ; Flow measurement ; Velocity / Mexico / Lerma-Chapala Basin
(Location: IWMI-HQ Call no: PER Record No: H015471)
10 Lu, N. 1994. A semianalytical method of path line computation for transient finite-difference groundwater flow models. Water Resources Research, 30(8):2449-2459.
(Location: IWMI-HQ Call no: PER Record No: H015501)
11 Wikramanayake, N. 1995. Sediment suspension and transport by waves. In Haq, K. A.; Wijayaratne, C. M.; Samarasekera, B. M. S. (Eds.), Summaries of papers presented at Irrigation Research Management Unit seminar series during 1994. Colombo, Sri Lanka: IIMI. pp.3-4.
(Location: IWMI-HQ Call no: IIMI 631.7.8 G744 HAQ Record No: H016789)
(0.08 MB)
12 Heath, R. C. 1983. Basic ground-water hydrology. Denver, CO, USA: US. Geological Survey. v, 84p. (US. Geological Survey water-supply paper 2220)
Groundwater ; Hydrology ; Velocity ; Water storage ; Aquifers ; Wells ; Design ; Construction ; Water quality ; Water pollution ; Salt water intrusion
(Location: IWMI-HQ Call no: 631.7.6.3 G000 HEA Record No: H017485)
13 Mahmood, K.; Haque, M. I.; Choudri, A. M. (Eds.) 1988. Mechanics of alluvial channels. Littleton, CO, USA: Water Resources Publications. vii, 533p.
Water management ; Open channels ; Velocity ; Sedimentation ; Measurement ; Mathematical models ; River basins ; Dams ; Canal linings ; Canal construction
(Location: IWMI-HQ Call no: 631.7.1 G000 MAH Record No: H017630)
This volume contains the edited proceedings of the Third US - Pakistan Binational Symposium on the Mechanics of Alluvial Channels held in Lahore, Pakistan, 3-6 March 1985.
14 Reynolds, C.; Yitayew, M. 1995. Low-head bubbler irrigation systems. Part II: Air lock problems. Agricultural Water Management, 29(1):25-35.
Irrigation design ; Gravity flow ; Irrigation systems ; Small scale systems ; Water distribution ; Hydraulics ; Velocity
(Location: IWMI-HQ Call no: PER Record No: H017780)
Air locks may occur in pipelines of low-pressure, gravity-flow bubbler irrigation systems located on level fields and with design heads as low as one meter (3.3 ft). Air locks in bubbler systems can partially or entirely block the flow of water, and thereby significantly decrease the uniformity of water application. To develop design criteria to prevent air locks from occurring in the delivery hoses, hydraulic laboratory experiments were conducted in the laboratory for smooth plastic hoses with internal diameters of 6, 8, 10, and 13 mm (1/4, 5/16, 3/8, and 1/2 in). Hose diameters less than 6 mm (1/4 in) and greater than 10 mm (3/8 in) are recommended for low- head bubbler systems due to excessive friction losses and poor water distribution uniformity, respectively. For bubbler systems with design heads less than 2 meters (6.6 ft), the 10 mm (3/8 in) diameter hose is recommended with design flows and velocities greater than 1.7 1/min (0.42 US gal/min) and 0.37 m/s (1.2 ft s), respectively. For systems with design head greater than 2 meters (6.6 ft), the 6 mm (1/4 in) diameter hose is recommended with design flows and velocities greater than 0.5 1/min (0.15 US gal/min) and 0.29 m/s (1.0 ft s) respectively.
15 Weilin, X.; Huasheng, L.; Ming, L. 1994. Discharge distribution from the Gongzhui Reservoir in Dadu River and the turbulent numerical simulation of the reservoir region. In Cotroneo, G. V.; Rumer, R. R. (Eds.), Hydraulic engineering '94. Vol.2: Proceedings of the 1994 Conference, Buffalo, New York, August 1-5, 1994. New York, NY, USA: ASCE. pp.1009-1013.
Reservoirs ; Discharges ; Velocity ; Mathematical models ; Simulation ; Hydraulics / China / Dadu River
(Location: IWMI-HQ Call no: 627 G000 COT Record No: H019296)
16 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)
17 Querner, E. P. 1993. Aquatic weed control within an integrated water management framework. Wageningen, Netherlands: DLO Winand Staring Centre. 203p. (SC-DLO report 67)
Aquatic weeds ; Weed control ; Evaluation ; Cost benefit analysis ; Water management ; Groundwater ; Surface water ; Models ; Sensitivity analysis ; Hydrology ; Open channels ; Flow ; Velocity ; Measurement ; Soil moisture ; Water table ; Evapotranspiration ; Catchment areas ; Calibrations ; Discharges / Netherlands / Hupselse Beek Catchment / Poelsbeek / Bolscherbeek
(Location: IWMI-HQ Call no: D 631.7.2 G916 QUE Record No: H020323)
18 Renault, D.; Wallender, W. W. 1997. Surface storage in furrow irrigation evaluation. Journal of Irrigation and Drainage Engineering, 123(6):415-422; 28p.
Furrow irrigation ; Evaluation ; Assessment ; Surface irrigation ; Storage ; Measurement ; Velocity ; Simulation models ; Infiltration ; Forecasting ; Water balance
(Location: IWMI-HQ Call no: IIMI 631.7.1 G000 REN, PER Record No: H020510)
(1.44 MB)
19 Bhaskar, N. R.; Parida, B. P.; Nayak, A. K. 1997. Flood estimation for ungauged catchments using the GIUH. Journal of Water Resources Planning and Management, 123(4):228-238.
Flood control ; Estimation ; Catchment areas ; Rainfall-runoff relationships ; Hydrology ; Velocity ; Mathematical models
(Location: IWMI-HQ Call no: PER Record No: H020791)
20 Lelkes, J.; Cserhidy, A. 1996. Mechanized irrigation in Hungary. In Camp, C. R.; Sadler, E. J.; Yoder, R. E. (Eds.), Evapotranspiration and irrigation scheduling: Proceedings of the International Conference, November 3-6, 1996, San Antonio Convention Center, San Antonio, Texas. St. Joseph, MI, USA: ASAE. pp.1041-1045.
(Location: IWMI-HQ Call no: 631.7.1 G000 CAM Record No: H020699)
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