Journal of Irrigation and Drainage Engineering: Recent submissions
Now showing items 3781-3800 of 3826
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Soil Surface Evaporation and Water Table Depths
(American Society of Civil Engineers, 1983)The experiment was conducted in lysimeters for studying the evaporation from soil surface in relation to water table depth and standard pan evaporation. Dummy variables 1 and 0 were used as an alternative to analyze the ... -
Erratum: “Two‐Dimensional Exponential Infiltration Equations” Yu‐Si Fok and Sang‐Ok Chung (December, 1982)
(American Society of Civil Engineers, 1983) -
Solution of Recession and Runoff Integrals
(American Society of Civil Engineers, 1983)Closed form algebraic solutions are presented for recession and runoff integrals. These integrals first appeared in a paper on border irrigation by Strelkoff who solved them numerically. Later, Reddy presented a numerical ... -
Erratum: “Models of Alfalfa Yield and Evapotranspiration” by Johannes C. Guitjens (September, 1982)
(American Society of Civil Engineers, 1983) -
Closure to “<i>Zero‐Inertia Modeling of Furrow Irrigation Advance</i>” by Ronald L. Elliott, Wynn R. Walker, and Gaylord V. Skogerboe (September, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Estimating Potential Evapotranspiration</i>” by George H. Hargreaves and Zohrab A. Samani (September, 1982)
(American Society of Civil Engineers, 1983) -
Irrigation Water Delivery for Equity Between Users
(American Society of Civil Engineers, 1983)The problems of getting irrigation water to lands to be irrigated in the right amount, at the right place and at the right time are discussed. A brief review of the methods of irrigation water delivery is presented along ... -
Secondary Recovery of Water
(American Society of Civil Engineers, 1983)Injection of air into the vadose zone has made water available for recovery by conventional means at two test sites on the High Plains of Texas. The cost of this water, exclusive of research costs, is estimated to be about ... -
Discussion of “<i>Zero‐Inertia Modeling of Furrow Irrigation Advance</i>” by Ronald L. Elliott, Wynn R. Walker, and Gaylord V. Skogerboe (September, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Antecedent Moisture Condition Probabilities</i>” by Donald D. Gray, Peter G. Katz, Sharon M. deMonsabert, and Neroli P. Cogo (June, 1982)
(American Society of Civil Engineers, 1983) -
Interrelationships of Irrigation Uniformity Terms
(American Society of Civil Engineers, 1983)Irrigation uniformities are examined for six assumed statistical distributions of depth of water infiltrated. Christiansen's uniformity (UC) and the lower quarter distribution uniformity (DU) are related analytically to ... -
Discussion of “<i>Antecedent Moisture Condition Probabilities</i>” by Donald D. Gray, Peter G. Katz, Sharon M. deMonsabert, and Neroli P. Cogo (June, 1982)
(American Society of Civil Engineers, 1983) -
Closure to “<i>Antecedent Moisture Condition Probabilities</i>” by Donald D. Gray, Peter G. Katz, Sharon M. deMonsabert, and Neroli P. Cogo (June, 1982)
(American Society of Civil Engineers, 1983) -
Basin Recharge of Playa Water
(American Society of Civil Engineers, 1983)A 0.20‐ha (0.5‐acre) recharge basin was tested for conserving storm runoff that collected in a 16‐ha (40‐acre) playa in the Southern High Plains. The basin was constructed by removing 1.2 m (4 ft) of soil to expose permeable ... -
Discussion of “<i>Antecedent Moisture Condition Probabilities</i>” by Donald D. Gray, Peter G. Katz, Sharon M. deMonsabert, and Neroli P. Cogo (June, 1982)
(American Society of Civil Engineers, 1983) -
Closure to “<i>The V‐Shaped Broad‐Crested Weir</i>” by Wubbo Boiten and Remmet H. Pitlo (June, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Antecedent Moisture Condition Probabilities</i>” by Donald D. Gray, Peter G. Katz, Sharon M. deMonsabert, and Neroli P. Cogo (June, 1982)
(American Society of Civil Engineers, 1983) -
Discussion of “<i>Antecedent Moisture Condition Probabilities</i>” by Donald D. Gray, Peter G. Katz, Sharon M. deMonsabert, and Neroli P. Cogo (June, 1982)
(American Society of Civil Engineers, 1983) -
Estimating Unit Hydrograph Peak Rate Factors
(American Society of Civil Engineers, 1983)The Soil Conservation Service (SCS) dimensionless unit hydrograph model TR‐20 is widely used for hydrologic design. The model uses a dimensionless unit hydrograph, with the drainage area, the depth of the runoff volume, ... -
Closure to “<i>Application of Penman Equation Wind Function</i>” by Richard H. Cuenca and Martin T. Nicholson (March, 1982)
(American Society of Civil Engineers, 1983)