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Computation of Flow Patterns in Rivers
Quasisteady flow in a river with flood plains is considered with the objective of determining flood levels and flow patterns. The two-dimensional hydrodynamic equations are solved using a time-dependent, finite-difference method. Bottom and lateral friction are found to have an important influence. The mathematical model is calibrated and verified, using detailed laboratory measurements. A fair agreement is found, but the need of calibrating frictional parameters with field data is stressed.
Computation of Flow Patterns in Rivers
Quasisteady flow in a river with flood plains is considered with the objective of determining flood levels and flow patterns. The two-dimensional hydrodynamic equations are solved using a time-dependent, finite-difference method. Bottom and lateral friction are found to have an important influence. The mathematical model is calibrated and verified, using detailed laboratory measurements. A fair agreement is found, but the need of calibrating frictional parameters with field data is stressed.
Computation of Flow Patterns in Rivers
Vreugdenhil, C. B. (author) / Wijbenga, J. H. A. (author)
Journal of the Hydraulics Division ; 108 ; 1296-1310
2021-01-01
151982-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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