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Scour and Fill in the Missouri River as Related to the Water Resources Planning

F. F. M. Chang / T. W. Wang

Two mathematical models are applied to simulate sediment deposit in the Missouri River between the Oahe Dam and the Big Bend Dam. The models are based on three characteristic and two characteristic equations. One model is preferred to compute the sediment deposit for clear water and non-clear water releases from the Oahe Dam in thirty and sixty day time periods.

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Scour and Fill in the Missouri River as Related to the Water Resources Planning

F. F. M. Chang / T. W. Wang

Two mathematical models are applied to simulate sediment deposit in the Missouri River between the Oahe Dam and the Big Bend Dam. The models are based on three characteristic and two characteristic equations. One model is preferred to compute the sediment deposit for clear water and non-clear water releases from the Oahe Dam in thirty and sixty day time periods.

Scour and Fill in the Missouri River as Related to the Water Resources Planning

F. F. M. Chang / T. W. Wang

Two mathematical models are applied to simulate sediment deposit in the Missouri River between the Oahe Dam and the Big Bend Dam. The models are based on three characteristic and two characteristic equations. One model is preferred to compute the sediment deposit for clear water and non-clear water releases from the Oahe Dam in thirty and sixty day time periods.

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Titel:

Scour and Fill in the Missouri River as Related to the Water Resources Planning

Beteiligte:

F. F. M. Chang (Autor:in) / T. W. Wang (Autor:in)

Erscheinungsdatum:

1972

Format / Umfang:

108 pages

Medientyp:

Report

Format:

Keine Angabe

Sprache:

Englisch

Schlagwörter:

Hydrology & Limnology , Sediment transport , Missouri River , Water resources , Management planning , Mathematical models , Sedimentation , Erosion , Equations of motion , Method of characteristics , Water flow , Regional planning , Dams , Discharge , Scour

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