Flow beneath a sluice gate procedure
WebQuestion: Name of the experiment: FLOW BENEATH A SLUICE GATE. Objectives of the experiment: > To determine the discharge beneath the sluice gate > To determine Cr, C. and Co. Open Channel Flow Lab NAME OF THE EXPERIMENT: FLOW BENEATH A SLUICE GATE EXPERIMENT DATA SHEET Experiment No.3 Date of Experiment: … Webproperties of flow beneath a sluice gate using a physical model to analyse the profile of water surface around the sluice gate. Sepulveda et al. [13] studied different calibration methods for the discharge coefficient of submerged sluice gates. They found that the value 0.611, gives good results within the practical ...
Flow beneath a sluice gate procedure
Did you know?
WebAdditional Stainless Steel Flow Control Options. Slide gates are just one of many items available for controlling water or wastewater flows. Two additional popular options are flap gates and stop logs. Flap gates are available in multiple shapes and sizes for use with both channels and pipes, offering a simple way to prevent return flow under ... WebDefining a reference velocity: • v2 = Cd (2gy1)1/2. The unit-width discharge under a rectangular sluice gate is: • q = v2 y2. The contraction coefficient Cc varies within a narrow range, between 0.598 and 0.611. A value of Cc = 0.61 has been recommended for practical use (Henderson: "Open channel flow," MacMillan, 1966).
Webhydrostatic. Some of them are invalid for the flow immediately downstream from the gate section. According to Frisch et al. (2004), when the ratio of the upstream flow depth, y1, to the sluice gate opening, w, is large, the flow velocity at the vena contracta, v2, can be expressed as [1] R 6 L ¥2 : U 5 F U 6 Ö ; WebThe main aim of this study is to conduct a series of laboratory experiments to determine Cd for inclined slide gates. These tests and models were used to evaluate both free and submerged flows ...
WebJan 1, 1999 · Similar to an ordinary sluice gate, the discharge below gates located over sills in rectangular channels may be expressed as: (1) q = C d G 2 g (H − Z) where q is the discharge per unit width, H is the upstream flow depth above the channel bed, G is the gate opening, Z is the sill height above the bed, g is the gravitational acceleration and ... WebThe goal of this experiment is to define the relationship between upstream head and flowrate for water flowing under a sluice gate; calculate the discharge coefficient; to observe the flow pattern; and to determine the relationship between upstream head and thrust on a …
WebThe flows through a sluice gate or a tainter gate are approximated in FEQUTL by computing a series of 2-D tables: one table for each of a series of gate openings. When the gate opening is fixed, the flow is defined for given upstream and downstream water …
iptech locationWebDec 1, 2003 · The flow through a side sluice gate is a typical case of spatially varied flow with decreasing discharge. Panda (1981), Ojha and Subbaiah (1997), Ghodsian (2003) and Esmailzadeh et al. (2015 ... iptechview.comWebSluice Gate - Fluid Mechanics I - Lab CIVL 130 Lab Reports Fluid Mechanics Docsity Free photo gallery. ... INVESTIGATION OF THE PROPERTIES OF FLOW BENEATH A Studypool. SOLUTION: 370327756 sluice gate and hydraulic jump lab report docx - Studypool. www.csus.edu ... orchard tractor mounted pruning sawWebMDPI - Publisher of Open Access Journals iptech south sudanWebApr 10, 2024 · Sluice gates are common hydraulic structures for controlling and regulating flow in open channels. This study investigates five models’ performance in distinguishing conditions of flow regimes ... orchard tractor supplyWebSluice gate is the device used to control the flow of fluid and also for measurement of discharge rate in an open channel. It can move vertically up and down or rotate about a point to restrict the flow of water. iptecworldWebC C C FH (N) F/FH g SI. y, Y2 V N (m) (m) (m3) Q. Qa (m3/s) (m3/ s) (N) 1 9.6 1.5 19349.2 1544 1290 0.89 1 0.83 0.023 0.03 0.72 2 2 3 Data measured: Cross sectional area of the measuring tank=61 cm X 30.5 cm= 1860.5 cm Initial gauge Reading ,x, = 9 cm Final gauge Reading , x2 = 19.4 cm Width of sluice gate , b = 7.6 cm Time, t= 15 sec Elevation of … iptec indiana teaching