Demonstration Erosion Control Project Monitoring Program

Demonstration Erosion Control Project Monitoring Program
Author:
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Total Pages: 297
Release: 1993
Genre:
ISBN:

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The purpose of monitoring the Demonstration Erosion Control (DEC) project is to evaluate and document watershed response to the implemented DEC project. Documentation of watershed responses to DEC Project features will allow the participating agencies a unique opportunity to determine the effectiveness of existing design guidance for erosion and flood control in small watersheds. The monitoring program includes 11 technical areas: stream gaging, data collection and data management, hydraulic performance of structures, channel response, hydrology, upland watersheds, reservoir sedimentation, environmental aspects, bank stability, design tools, and technology transfer. Appendix A documents the channel cross-section and profile data used in the detailed geomorphic assessment for the Hickahala-Senatobia Creek watershed that is presented in Volume I of this report.

Demonstration Erosion Control Project Monitoring Program. Fiscal Year 1993 Report. Volume 6. Appendix E. Model Study of the Demonstration Erosion Control 10-ft Riprap Drop Grade Control Structure

Demonstration Erosion Control Project Monitoring Program. Fiscal Year 1993 Report. Volume 6. Appendix E. Model Study of the Demonstration Erosion Control 10-ft Riprap Drop Grade Control Structure
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Total Pages: 94
Release: 1994
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ISBN:

Download Demonstration Erosion Control Project Monitoring Program. Fiscal Year 1993 Report. Volume 6. Appendix E. Model Study of the Demonstration Erosion Control 10-ft Riprap Drop Grade Control Structure Book in PDF, Epub and Kindle

The purpose of monitoring the Demonstration Erosion Control (DEC) project is to evaluate and document watershed response to the implemented DEC project. Documentation of watershed responses to DEC Project features will allow the participating agencies a unique opportunity to determine the effectiveness of existing design guidance for erosion and flood control in small watersheds. The monitoring program includes 11 technical areas: stream gaging, data collection and data management, hydraulic performance of structures, channel response, hydrology, upland watersheds, reservoir sedimentation, environmental aspects, bank stability, design tools, and technology transfer. A 1:12-scale physical model was used to investigate a proposed sheet-pile grade control structure for the DEC Project in the Yazoo Basin, Mississippi. Low-drop grade control structures have been used as a means to arrest erosion in incising channels. Existing design criteria for these sheet-pile drop structures have been based on a maximum drop of 6 ft. The objective of this study was to determine the feasibility of using a 10-ft drop and develop design guidance pertaining to the higher drop. A drop structure design based on a study conducted by Colorado State University (CSU) was adopted for the 10-ft drop.

Demonstration Erosion Control Project Monitoring Program. Volume 6. Appendix E. Expeditious Design and Review of Pipe-Drop Drainage Features

Demonstration Erosion Control Project Monitoring Program. Volume 6. Appendix E. Expeditious Design and Review of Pipe-Drop Drainage Features
Author:
Publisher:
Total Pages: 32
Release: 1993
Genre:
ISBN:

Download Demonstration Erosion Control Project Monitoring Program. Volume 6. Appendix E. Expeditious Design and Review of Pipe-Drop Drainage Features Book in PDF, Epub and Kindle

The purpose of monitoring the Demonstration Erosion Control (DEC) project is to evaluate and document watershed response to the implemented DEC project. Documentation of watershed responses to DEC Project features will allow the participating agencies a unique opportunity to determine the effectiveness of existing design guidance for erosion and flood control in small watersheds. The monitoring program includes 11 technical areas: stream gaging, data collection and data management, hydraulic performance of structures, channel response, hydrology, upland watersheds, reservoir sedimentation, environmental aspects, bank stability, design tools, and technology transfer. The purpose of work described in this Appendix is to develop a procedure for the design of pipe drop structures that will reduce the overall costs of hydraulic engineering and design for these features. Both the hydraulic and hydrology aspects of the design process are examined and modifications in the design process are recommended.