Table of Contents
SUITABILITY OF HYPERELASTIC MATERIAL MODEL FOR ANALYSIS OF WATER DISTRIBUTION SYSTEM | |
D. HOODA, A. GOEL, B. SETIA | 7-25 |
DESIGN OF HORSESHOE-SHAPED TUNNELS USING THE ROUGH MODEL METHOD (RMM) | |
R. ZEGAIT, B. ACHOUR | 27-40 |
DETECTION OF WATER LEAKS IN THE OUIZERT DAMBY THE TEMPERATURE METHOD | |
H. BENFETTA, B. ACHOUR, B. REMINI, A. OUADJA | 41-53 |
THE WATER MANAGEMENT SYSTEM IN THE VILLAGE OF MENADES IN ALGERIA BETWEEN PAST AND PRESENT | |
M.A. KEZZAR, A. SOUAR | 55-79 |
ANALYSIS OF WATER DISTRIBUTION NETWORK USING EPANET: A CASE STUDY OF VARIAV HEADWORK SURAT-INDIA | |
D. MEHTA, K. PRAJAPATI, S. VERMA, V. KUMAR | 81-100 |
WATER QUALITY ASSESSMENT AT ROYAL BELUM STATE PARK, PERAK, MALAYSIA | |
N.D. MOHAMAD, N.S. ABDUL HAMID, R.R. RAMLI, N. AHMAD KAMAL, A.A. ABDUL ADIS, A. AMIR | 101-120 |
EXPERIMENTAL INVESTIGATION FOR THE MEASUREMENT OF PRESSURE AND DISCHARGE THROUGH MODIFIED GATE VALVE | |
S.L. BHILARE, G.A. HINGE, M.A. KUMBHALKAR | 121-144 |
ORIGIN OF THE ALLUVIAL AQUIFER’S GROUNDWATER IN WADI BISKRA (ALGERIA) | |
F. LATER, A.S. LABADI | 145-158 |
A NEW VISION OF THE CRITICAL FLOW IN A PARABOLIC CHANNEL (PART 1) | |
S. SEHTAL, B. ACHOUR | 159-173 |
LAX-FRIEDRICHS NUMERICAL SCHEME FOR SIMULATING THE FAILURE WAVE OF A DAM IN THE PRESENCE OF OBSTACLES | |
T. IKNI, A. BERREKSI, L. TOUAZI, M. BELHOCINE | 175-185 |
RAINFALL-RUNOFF MODELING USING THE HEC-HMS MODEL FOR THE MEKERRA WADI WATERSHED (N-W ALGERIA) | |
M. ATALLAH, F. DJELLOULI, A. HAZZEB | 187-208 |
AN EXPERIMENTAL STUDY ON THE VARIATION OF SCOUR DEPTH FOR DIFFERENT PIER SHAPES USING A TILTING FLUME | |
B. DALAL, S. DEB | 209-239 |
NUMERICAL SIMULATION OF TWO-DIMENSIONAL SUPERCRITICAL FLOWS USING A PREDICTOR-CORRECTOR FINITE DIFFERENCES SCHEME | |
F. MERAH, A. BERREKSI, T. IKNI, S. BENMAMAR, S. HAMCHAOUI, A. BENZERRA, A. BEDJOU | 241-251 |
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ISSN: 2521-9782