Hydraulic Design of Flood Control Channels PDF Download
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Author:
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 184
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Book Description
Author:
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 184
Get Book Here
Book Description
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Flood control
Languages : en
Pages : 184
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Book Description
Author:
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 180
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Book Description
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages :
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Book Description
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Flood control
Languages : en
Pages : 0
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Book Description
Author:
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 302
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Book Description
Author: United States. Federal Highway Administration
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 324
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Book Description
Author:
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 332
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Book Description
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Flood control
Languages : en
Pages : 346
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Book Description
Author: American Society of Civil Engineers
Publisher: ASCE Publications
ISBN: 9780784475911
Category : Technology & Engineering
Languages : en
Pages : 186
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Book Description
Prepared by the Task Committee on Recommendations for Standards in Hydraulics of the Hydraulics Division of ASCE. This report investigates whether standards or guides are useful to hydraulic engineers and whether additional standards or guides should be prepared. The results of a questionnaire indicate that most hydraulic engineers are not familiar with the procedures used to develop standards or with existing national or international standards. However, responses to the questionnaire show that hydraulic engineers welcome guides or standards as long as some flexibility to use engineering judgment for site specific conditions is allowed. The report recommends that guidelines or consensus standards be developed in the following areas: application of one-dimensional surface water computer programs of the HEC-2 type; prediction of scour at bridge piers; design of pump intakes and sumps; and calculations of friction and form losses in closed conduits. Annotated lists of standards and guidelines produced in the United States and abroad are included.
