International Journal of Hydraulic Engineering

International Journal of Hydraulic Engineering features the extensive use of gravity as the motive force to cause the movement of the fluids. This area of civil engineering is intimately related to the design of bridges, dams, channels, canals, and levees, and to both sanitary and environmental engineering. It accepts original contributions that describe the analysis and solutions of problems in hydraulic engineering.


ICV 2015: 75.50; ICV 2016: 83.70
Editor-in-chief: Husam Baalousha
p-ISSN: 2169-9771
e-ISSN: 2169-9801
Website: http://journal.sapub.org/ijhe




Most Downloaded Articles

Prediction of Flow Velocity Near Inclined Surfaces with Varying Roughness
ZahraAskari, HosseinAfzalimehr, VijayP. Singh, RohullahFattahi
pp. 1-9
DOI: 10.5923/j.ijhe.20150401.01  37667 Views  35193 Downloads
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Hydraulic Jump Model and Programming in Visual Basic
PaulP. Akpan, AugustineB. Ledogo
pp. 81-94
DOI: 10.5923/j.ijhe.20150404.01  27299 Views  19063 Downloads
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Hydrodynamic Characterization of Draft Tube Flow of a Hydraulic Turbine
SiakeA., Koueni-TokoC., DjeumakoB., Tcheukam-TokoD., Soh-FotsingB., KuitcheA.
pp. 103-110
DOI: 10.5923/j.ijhe.20140304.01  16856 Views  14778 Downloads
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Evaluation of Synthetic Unit Hydrograph (SCS) and Rational Methods in Peak Flow Estimation (Case Study: Khoshehaye Zarrin Watershed, Iran)
A.Majidi, M.Moradi, H.Vagharfard, A.purjenaie
pp. 43-47
DOI: 10.5923/j.ijhe.20120105.03  20066 Views  13874 Downloads
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Use of Excel-Solver as an Optimization Tool in Design of Pipe Network
BritiSundar Sil, PreetamBanerjee, AjeetKumar, P.Jarken Bui, Pallavi Saikia
pp. 59-63
DOI: 10.5923/j.ijhe.20130204.01  22771 Views  12966 Downloads
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An Examination of Rectangular Side Weir Discharge Coefficient Equations under Subcritical Condition
MadjidDelkash, BabakEbrazi Bakhshayesh
pp. 24-34
DOI: 10.5923/j.ijhe.20140301.03  13955 Views  7718 Downloads
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An Improved Expression for a Classical Type of Explicit Approximation of the Colebrook White Equation with Only One Internal Iteration
Alexandre Beluco, Edith Beatriz Camano Schettini
pp. 19-23
DOI: 10.5923/j.ijhe.20160501.03  10146 Views  7587 Downloads
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Empirical Relationship for Calculate Outflow Hydrograph of Embankment Dam Failure due to Overtopping Flow
OmidSaberi, GeraldZenz
pp. 45-53
DOI: 10.5923/j.ijhe.20150403.01  12001 Views  7569 Downloads
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Optimization of the Designed Water Distribution System Using MATLAB
Al-AminD. Bello, WaheedA. Alayande, JohnsonA. Otun, AbubakarIsmail, UmarF. Lawan
pp. 37-44
DOI: 10.5923/j.ijhe.20150402.03  12869 Views  6705 Downloads
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Accurate Explicit Equations for the Determination of Pipe Diameters
ChristosBabajimopoulos, GeorgeTerzidis
pp. 115-120
DOI: 10.5923/j.ijhe.20130205.05  12095 Views  6314 Downloads
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