Results 261 to 270 of about 137,414 (305)
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OPEN CHANNEL HYDRAULICS OF FLOWS WITH INCREASING DISCHARGE
Journal of Hydraulic Research, 1983Based on a literature review, the most general equations are given for steady channel flows with increasing discharge; one-dimensional flow and hydrostatic pressure distribution is assumed. The prismatic, rectangular channel with arbitrary bottom slope and the non-prismatic, rectangular, nearly horizontal channel are investigated in detail.
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Unsteady Flow Computations in Open Channel Hydraulics
1986Unsteady flow in complex systems of open channel courses (networks) can be simulated by a mathematical model consisting of the so called De Saint Venant equations. A derivation of the equations may be found by Stoker (1957) and Mahmood and Yevjevitch (1975).
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Improved performance of open-channel hydraulic systems
2001The article investigates the performance of feedback controlled open-channel systems represented by a linear advection-diffusion equation. In a previous paper, we analyzed the maximal achievable performance of an open-channel system when only the regulated variable is measured and perturbations are assumed unmeasured.
Litrico, X. +2 more
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Low-dimensional wide-bandgap semiconductors for UV photodetectors
Nature Reviews Materials, 2023Ziqing Li, Xiaosheng Fang
exaly
Artificial channels for confined mass transport at the sub-nanometre scale
Nature Reviews Materials, 2021Jie Shen, Gong-Ping Liu, Yu Han
exaly