COMPARISION BETWEEN TWO NUMERICAL MODELS FOR PREDICATION OF HYDRAULICS AND MORPHOLOGICAL CHANGES IN THE RIVER NILE (FROM KM 633 TO KM 645 UPSTREAM El-RODA GAUGE STATION)

STATIC BEHAVIOUR OF DIFFERENT TYPES OF R.C BEAM-COLUMN CONNECTIONS AS AFFECTED BY BOTH VALUE OF ACTING AXIAL NORMAL FORCE AND GRADE OF USED CONCRETE (THEORETICAL STUDY)

THE EFFECTIVE CONFIGURATION OF RELIEF WELLS DISTRIBUTION ON THE STABILITY FOR BARRAGES FLOOR

THE EFFECT OF UNCONVENTIONAL SILLS TO DISSIPATE ENERGY DOWNSTREAM HYDRAULIC STRUCTURES

Investigation of using sill under gate as a scour countermeasure downstream of a sluice gate

STATIC BEHAVIOUR OF DIFFERENT TYPES OF R.C BEAM-COLUMN CONNECTIONS AS AFFECTED BY BOTH VALUE ACTING LATERAL HORIZONTAL FORCEAND GRADE OF USED CONCRETE (THEORETICAL STUDY) Part Two

Effect of Perforated Inclination and Height of Sill on Maximum Scour Depth and Energy Losses Downstream a Sluice Gate

EFFECT OF CONCRETE SILL ON THE VELOCITY DISTRIBUTIONS AT THE DOWNSTREAM OF BARRAGES

Experimental Study of Local Scour downstream Stilling Basins.

Turbulence Characteristics in Submerged Hydraulic Jump below Silled Sluice Gates besides Studying also the Scale Effects in Free Efflux below Gate of Variable Openings.