HYDROLOGY AND SEDIMENTOLOGY WATERSHED MODEL. PART I: OPERATIONAL FORMAT AND HYDROLOGIC COMPONENT.

B. N. Wilson; B. J. Barfield; A. D. Ward; I. D. Moore

HYDROLOGY AND SEDIMENTOLOGY WATERSHED MODEL. PART I: OPERATIONAL FORMAT AND HYDROLOGIC COMPONENT.

B. N. Wilson
, B. J. Barfield
, A. D. Ward
, I. D. Moore

Bioproducts and Biosystems Engineering

Research output: Contribution to journal › Article › peer-review

11 Scopus citations

Abstract

Part I of this two part series is used to describe the operational format and the hydrologic component of a design oriented simulation model called SEDIMOT II. SEDIMOT II is capable of evaluating the hydraulic and sediment response of a watershed as well as the sedimentation effectiveness of detention ponds, grass filters, and check dams. In the hydrologic component of SEDIMOT II, the SCS's curve number method is used to determine rainfall excess, unit hydrograph theory is used to calculate a runoff hydrograph, and Muskingum procedure is used for channel routing. The accuracy of the hydrologic component was evaluated for twenty-seven storms.

Original language	English (US)
Pages (from-to)	1370-1377
Number of pages	8
Journal	Transactions - American Society of Agricultural Engineers: General Edition
Volume	27
Issue number	5
State	Published - Sep 1984

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title = "HYDROLOGY AND SEDIMENTOLOGY WATERSHED MODEL. PART I: OPERATIONAL FORMAT AND HYDROLOGIC COMPONENT.",

abstract = "Part I of this two part series is used to describe the operational format and the hydrologic component of a design oriented simulation model called SEDIMOT II. SEDIMOT II is capable of evaluating the hydraulic and sediment response of a watershed as well as the sedimentation effectiveness of detention ponds, grass filters, and check dams. In the hydrologic component of SEDIMOT II, the SCS's curve number method is used to determine rainfall excess, unit hydrograph theory is used to calculate a runoff hydrograph, and Muskingum procedure is used for channel routing. The accuracy of the hydrologic component was evaluated for twenty-seven storms.",

author = "Wilson, \{B. N.\} and Barfield, \{B. J.\} and Ward, \{A. D.\} and Moore, \{I. D.\}",

year = "1984",

month = sep,

language = "English (US)",

volume = "27",

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journal = "Transactions - American Society of Agricultural Engineers: General Edition",

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T1 - HYDROLOGY AND SEDIMENTOLOGY WATERSHED MODEL. PART I

T2 - OPERATIONAL FORMAT AND HYDROLOGIC COMPONENT.

AU - Wilson, B. N.

AU - Barfield, B. J.

AU - Ward, A. D.

AU - Moore, I. D.

PY - 1984/9

Y1 - 1984/9

N2 - Part I of this two part series is used to describe the operational format and the hydrologic component of a design oriented simulation model called SEDIMOT II. SEDIMOT II is capable of evaluating the hydraulic and sediment response of a watershed as well as the sedimentation effectiveness of detention ponds, grass filters, and check dams. In the hydrologic component of SEDIMOT II, the SCS's curve number method is used to determine rainfall excess, unit hydrograph theory is used to calculate a runoff hydrograph, and Muskingum procedure is used for channel routing. The accuracy of the hydrologic component was evaluated for twenty-seven storms.

AB - Part I of this two part series is used to describe the operational format and the hydrologic component of a design oriented simulation model called SEDIMOT II. SEDIMOT II is capable of evaluating the hydraulic and sediment response of a watershed as well as the sedimentation effectiveness of detention ponds, grass filters, and check dams. In the hydrologic component of SEDIMOT II, the SCS's curve number method is used to determine rainfall excess, unit hydrograph theory is used to calculate a runoff hydrograph, and Muskingum procedure is used for channel routing. The accuracy of the hydrologic component was evaluated for twenty-seven storms.

UR - https://www.scopus.com/pages/publications/0021495613

UR - https://www.scopus.com/pages/publications/0021495613#tab=citedBy

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SN - 0001-2351

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EP - 1377

JO - Transactions - American Society of Agricultural Engineers: General Edition

JF - Transactions - American Society of Agricultural Engineers: General Edition

IS - 5

ER -

HYDROLOGY AND SEDIMENTOLOGY WATERSHED MODEL. PART I: OPERATIONAL FORMAT AND HYDROLOGIC COMPONENT.

Abstract

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