Characteristics and prediction of simultaneous flow over broad-crested weirs and through culverts

Effect of submergence and slopes of polygonal under-gate sill on discharge characteristics of submerged uncritical flow

Numerical Model to Study Stability of Protection Layer at Downstream of Major Hydraulic Structures

Discharge Equation For Free Flow Below Gates Upstream Sloping Diverging Chaimel Reach

Modeling of transitional free hydraulic jumps

Effect of Using Weirs Downstream of Parallel Submerged Jets from Opened Multiple Sluice Gates

STUDY OF FREE FLOW BELOW VERTICAL SLUICE GATE WITH POSITIVE STEP IN RADIAL STILLING BASIN

Evaluating FLOW 3D''''s Accuracy in Predicting Hydraulic Characteristics of Circular Spillways

CHARACTERISTICS OF FLOW THROUGH WEIRS CONTROLLED GATE WITH AN OPENING

COMPUTER MODELLING OF CHANNEL FLOW USNG AN INVERSE METHOD