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Optimal Sizing of Urban Flood Control Systems
  • Language: en
  • Pages: 24

Optimal Sizing of Urban Flood Control Systems

  • Type: Book
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  • Published: 1974
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  • Publisher: Unknown

None

Computer Models for Rainfall-runoff and River Hydraulic Analysis
  • Language: en
  • Pages: 50

Computer Models for Rainfall-runoff and River Hydraulic Analysis

  • Type: Book
  • -
  • Published: 1973
  • -
  • Publisher: Unknown

None

Storm Drainage and Urban Region Flood Control Planning
  • Language: en
  • Pages: 46

Storm Drainage and Urban Region Flood Control Planning

  • Type: Book
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  • Published: 1974
  • -
  • Publisher: Unknown

None

Use of Interrelated Records to Simulate Streamflow
  • Language: en
  • Pages: 22

Use of Interrelated Records to Simulate Streamflow

  • Type: Book
  • -
  • Published: 1964
  • -
  • Publisher: Unknown

None

Suspended Sediment Discharges in Streams
  • Language: en
  • Pages: 24

Suspended Sediment Discharges in Streams

  • Type: Book
  • -
  • Published: 1969
  • -
  • Publisher: Unknown

None

Bulletin of the Hydrology Committee
  • Language: en
  • Pages: 190

Bulletin of the Hydrology Committee

  • Type: Book
  • -
  • Published: 1977-06
  • -
  • Publisher: Unknown

None

Guidelines for Determining Flood Flow Frequency
  • Language: en
  • Pages: 192

Guidelines for Determining Flood Flow Frequency

  • Type: Book
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  • Published: 1977
  • -
  • Publisher: Unknown

None

Notes on Hydrologic Activities
  • Language: en
  • Pages: 496
NRC Headquarters Relocation and Consolidation
  • Language: en
  • Pages: 400

NRC Headquarters Relocation and Consolidation

  • Type: Book
  • -
  • Published: 1979
  • -
  • Publisher: Unknown

None

Investigation of Soil Conservation Service Urban Hydrology Techniques
  • Language: en
  • Pages: 24

Investigation of Soil Conservation Service Urban Hydrology Techniques

  • Type: Book
  • -
  • Published: 1980
  • -
  • Publisher: Unknown

The application of the Soil Conservation Services (SCS) urban hydrology techniques is made to four watersheds. The parameters of the methods are obtained from standard SCS guidance and from calibration of watershed model HEC-1 using the SCS method. A modified method of determining these parameters is also recommended to SCS. Runoff parameters are then used with design storms to illustrate the differences in frequency curves which may result. (Author).