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Design of sediment retention basins

C N Chen
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TLDR
In this article, the basic concepts and methods for the hydraulic design of sediment retention basins are described, and a rational design procedure is also outlined; however, the information presented is general in nature; thus the limitations and underlying assumptions should be recognized when applied to specific site situations.
Abstract
In the foregoing presentation, the basic concepts and methods for the hydraulic design of sediment retention basins are described. A rational design procedure is also outlined. The information presented is general in nature; thus the limitations and underlying assumptions should be recognized when it is applied to specific site situations. Modification or refinement of the suggested procedures may also be required to accommodate specific design objectives or site conditions. Furthermore, the use of basin trapping should not be viewed as the only means of sediment control. Judicious application of other on-site control measures for preventing excessive soil erosion from the site, in conjunction with a sediment retention basin, normally provide a more cost effective solution to the overall sediment problem. It is hoped that, through application of the methodology presented, the design of a sediment retention facility can be approached in a more effective manner.

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Factors affecting phosphorus retention in small constructed wetlands treating agricultural non-point source pollution

TL;DR: In this article, a first-order model was fitted to the data giving an average removal constant, k, of 214 m per year, which increased with increasing hydraulic load due to the simultaneous increase particle settling velocity.
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Estimating trap efficiency of small reservoirs and ponds: methods and implications for the assessment of sediment yield:

TL;DR: The trap efficiency is dependent on the characteristics of the inflowing sediment and the retention time of the water in the pond, which in turn are controlled by pond geometry and runoff characteristics.
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a New Sediment Trap Efficiency Curve for Small Reservoirs

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Calculating sediment trapping efficiencies for reservoirs in tropical settings: A case study from the Burdekin Falls Dam, NE Australia

TL;DR: In this article, a modification to the Churchill equation has been proposed to predict sediment trapping efficiency for reservoirs receiving highly variable summer-dominant inflows, and the results showed that the modification has broader application to predict reservoir TE provided that daily flow data are available.
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Sediment yield model implementation based on check dam infill stratigraphy in a semiarid Mediterranean catchment

TL;DR: In this article, a distributed conceptual hydrological and sediment model was proposed to reproduce and evaluate erosion and sediment yield processes in a Mediterranean catchment (Rambla del Poyo, Valencia, Spain).