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Development of Solutions for Level-Basin Design

Albert J. Clemmens24
Estimated H-index: 24
,
Allen R. Dedrick9
Estimated H-index: 9
,
Theodor Strelkoff22
Estimated H-index: 22
Abstract
The procedures are examined for obtaining reasonable estimates of distribution uniformities for a wide variety of flow rates, length of run, infiltration characteristics, and flow resistance for the design and management of level basins. The dimensionless solution of advance and recession in level basins was extended to show the distribution uniformities for a wide variety of conditions. This was then transformed into two representations of distribution uniformity that are more useful for designing and managing level basins. One solution displays the effects of soil moisture deficit and the necessary infiltration opportunity time on distribution uniformity. The other displays the effects of field length and flow rate on distribution uniformity.
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#1J. Mohan Reddy (IWMI: International Water Management Institute)H-Index: 3
4 CitationsSource
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#1César González (University of Zaragoza)H-Index: 2
#2Luis Cervera (University of Zaragoza)H-Index: 1
Last.David Moret-Fernández (CSIC: Spanish National Research Council)H-Index: 10
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8 CitationsSource
#1Manoj Khanna (IARI: Indian Agricultural Research Institute)H-Index: 8
#2Hector Malano (University of Melbourne)H-Index: 21
Last.Hugh Turral (IWMI: International Water Management Institute)H-Index: 28
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8 CitationsSource
#1Albert J. Clemmens (ARS: Agricultural Research Service)H-Index: 24
8 CitationsSource
#1A. A. Alazba (KSU: King Saud University)H-Index: 16
4 CitationsSource
#1Theodor S. Strelkoff (UA: University of Arizona)H-Index: 2
#2Albert J. Clemmens (ARS: Agricultural Research Service)H-Index: 24
12 CitationsSource
#1L. Juana (UPM: Technical University of Madrid)H-Index: 1
#2A. Losada (UPM: Technical University of Madrid)H-Index: 1
1 CitationsSource
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