Evaluation of separate channel methods for discharge computation in asymmetric compound channels

被引：24

作者：

Al-Khatib, Issam A. ^{[1
]}

Dweik, Adel A. ^{[2
]}

Gogus, Mustafa ^{[3
]}

机构：

[1] Birzeit Univ, Inst Environm & Water Studies, Birzeit, West Bank, Israel

[2] Birzeit Univ, Dept Mech Engn, Birzeit, Israel

[3] Middle E Tech Univ, Dept Civil Engn, Hydraul Div, TR-06531 Ankara, Turkey

来源：

FLOW MEASUREMENT AND INSTRUMENTATION | 2012年 / 24卷

关键词：

Interface plane; Compound channel; Flood plain; Main channel; Momentum transfer; CONVEYANCE CAPACITY; MOMENTUM-TRANSFER; 2-STAGE CHANNELS; FLOW; SHEAR;

D O I：

10.1016/j.flowmeasinst.2012.02.004

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

Some experimental results from the Fluid Mechanics Water Channel Facility at Birzeit University, Birzeit, Palestine, were used for computing discharge using separate channel methods in asymmetrical compound channels with varying floodplain widths and step heights. Three assumed interface planes (vertical, horizontal and diagonal) between the main channel and the floodplain subsections were considered. Then discharge values in the subsections and in the whole cross-section were evaluated. None of the separate channel methods used estimated the measured discharges accurately for the total range of the floodplain to main channel depths ratio (Y-f/Y-mc) investigated. The best discharge prediction methods with validity ranges of Y-f/Y-mc ratios are presented. (C) 2012 Elsevier Ltd. All rights reserved.

引用

页码：19 / 25

页数：7

共 29 条

[1]

ACKERS P, 1993, J INST WATER ENV MAN, V7, P52

[2] FLOW FORMULAS FOR STRAIGHT 2-STAGE CHANNELS [J].

ACKERS, P .

JOURNAL OF HYDRAULIC RESEARCH, 1993, 31 (04) :509-531

[3]

Ackers P, 1991, 281 SR HYDR RES

[4]

[Anonymous], 2009, MCGRAW HILL CIVIL EN

[5] Momentum transfer for practical flow computation in compound channels [J].

Bousmar, D ;

Zech, Y .

JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (07) :696-706

[6] Upstream discharge distribution in compound-channel flumes [J].

Bousmar, D ;

Rivière, N ;

Proust, S ;

Paquier, A ;

Morel, R ;

Zech, Y .

JOURNAL OF HYDRAULIC ENGINEERING, 2005, 131 (05) :408-412

[7]

Cheng L., 2002, J HYDRODYNAMICS B, V14, P106

[8]

Chow V. T., 1959, Open-channel Hydraulics

[9] The effect of geometrical parameters on the discharge capacity of meandering compound channels [J].

De Marchis, M. ;

Napoli, E. .

ADVANCES IN WATER RESOURCES, 2008, 31 (12) :1662-1673

[10] Discharge estimation for equatorial natural rivers with overbank flow [J].

Hin, Lai Sai ;

Bessaih, Nabil ;

Ling, Law Puong ;

Ghani, Aminuddin Ab. ;

Zakaria, Nor Azazi ;

Seng, Mahyau .

INTERNATIONAL JOURNAL OF RIVER BASIN MANAGEMENT, 2008, 6 (01) :13-21

← 1 2 3 →