B.SC.

Sep 15, 1981 - Jul 1, 1985

irrigation and drainage department

M.Sc.

Sep 15, 1987 - Sep 29, 1989

Waer Resources Techniques [Head of Department]

Dec 7, 1992 - Jun 17, 2003

Investigation of Flow Hydraulic Gradient Through Self-Spillway Dams

Jun 11, 2024

Journal Salud Ciencia y Tecnología - Serie de Conferencias

DOI http://dx.doi.org/10.56294/sctconf2024875

Volume 3

Dams are hydraulic structures constructed across rivers in order to store or rise water level for multi-purposes such as irrigation and power generation. The upstream face of the dam is subjected to water drag force which makes possible of flow seepage through the dam body. In the present study, the difference in water level between upstream and downstream sides of a rock-fill dam is investigated under different flow conditions demonstrating the flow behavior through the dam body. Two well graded samples of river aggregates with d50 of 56 mm and 40 mm are used to build the dam model. One sample of poor graded crushed rocks of d50 33 mm is included as well. The obtained results show that due to the porosity of the gabion containing the aggregates, the hydraulic gradient line dropped down significantly where it is inversely proportional to the porosity non-linear relationships for all. In addition, a linear relationship has dominated on the relation between upstream water depth and discharge through the self-spillway dam with and without impermeable core.

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Effects of upstream and downstream ramp on flow characteristics over a cylindrical weir

Jun 1, 2023

Journal International Journal of Applied Science and Engineering

publisher Chaoyang University of Technology

DOI http://dx.doi.org/10.56294/sctconf2024875

Issue 2

Volume 20

Cylindrical weirs are one of the most commonly employed hydraulic structures to measure flow, compare to other types of the same width they pass larger discharge. This paper presents an experimental work together with a CFD simulation to study the effects of the geometric characteristics of a cylindrical weir and a ramp placed upstream or downstream of the same weir on the discharge coefficient. Three different weir diameters and three ramp angles under three different discharges were utilized. The results show that the geometric characteristics represented by the diameter of the weir affects the discharge coefficient when there is no ramp. The discharge coefficient was observed to decrease as the slope of the upstream ramp was increased, however as the slope of the downstream ramp was increased the discharge coefficient was noted to increase. A mathematical relationship was developed in order to calculate the discharge of flow passes over the cylindrical weir depending on its diameter.

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