...·5 Grout curtain Draw off works Spillway Ghor el Katar Dome di Tunnel Wa Mallaha Pump station Irrigated Area Scale: m 0 100 500 1000 was thus to maximize the overall yield of the system by optimizing the joint utilization of these three resources within the constraints of water quality for irrigation...

...H CHANSON; P NOVAK © Thomas Telford and ICE 1998 OXYGEN CONTENT PREDICTION DOWNSTREAM WEIRS SPILLWAYS WATERWAYS SURFACE AERATION EQUATIONS HYDRAULICS JUMP Predicting oxygen content downstream of weirs, spillways and waterways H. Chanson DISCUSSION Proc. Instn Civ. Engrs Wat...

...J D HARDWICK; D J GRANT SPILLWAYS SIPHONS AIR REGULATED REGULATED AIR ADJUSTABLE WATER PONDS REGULATING STORAGE HYDROELECTRICITY PROJECTS DAMS RESERVOIRS CONSTRUCTION TAILRACE OUTFALLS FLOW RIVERS CONTROL DISCHARGES REGULATION GATES PROTECTION EMBANKMENTS TESTS CREST...

...R BAKER; N BESSAIH © Thomas Telford and ICE 1996 SALFORD UNIVERSITY UNIVERSITI MALAYSIA SARAWAK MALAYSIA UNIVERSITY SARAWAK SPILLWAYS CONCRETE BLOCKS METHODS REDUCTION EROSION CELLS DAMS SUPERCRITICAL FLOW TOPSOIL SOILS GRASS GEOTEXTILES UNDERLAYERS EMBANKMENTS...

... channels, L is approx- imated with a Blasius type formula4 Subscripts c critical flow o approach flow l = -0.20 R0.20 U uniformflow with R = 4VN/v = 4Q/(bv)a s the local Rey- nolds number, i.e. independent of the local Introduction depth N , and 1 = 1, (R,) depends exclusively Spillway chutes are channels...

...H CHANSON © Thomas Telford and ICE 1995 QUEENSLAND UNIVERSITY BRISBANE HYDRAULICS STRUCTURES WEIRS SPILLWAYS WATERWAYS OXYGEN CONTENT PREDICTION DOWNSTREAM WATER AIR TRANSFER ATMOSPHERIC GASES SELF AERATION CHUTES AERATION JUMP OXYGENATION DISCHARGES QUALITY...

... from stagnation pressures open channel conditions such as those that could form against upstands againstthe found on dam spillways. The wedge flow; Baker4 indicates thitso be the primary concept is described in the Paper, and cause of failure of flat blocks in the sameflow details of the design...

...B S PIPER; J V SUTCLIFFE; Y P PARKS © Thomas Telford and ICE 1994 GU PROJECTS SIR ALEXANDER GIBB INSTITUTE OF HYDROLOGY HYDROLOGY DAMS ANALYSIS PROJECTS STUDIES RIVERS FLOW CLIMATE DATA FLOODS ESTIMATES SPILLWAYS DIVERSION WORKS SIZING BASINS HUMID TIME SERIES...

... DIVERSION PENSTOCKS CONCRETE FILL MATERIALS CRUSHING PLANT BATCHING EXCAVATIONS LININGS FORMWORK EARTHWORKS FOUNDATIONS GROUTING SPILLWAYS INTAKES POWER STATIONS MRICA JAVA SERAYU INDONESIA ASIA Mrica Hydroelectric Project Civil engineering construction Proc. InstnCiu...

... the left bank (c) a main dam with adjoining dam extensions (d) a drawdown culvert beneath the dam on the left bank to serve aas low level outlet (e) a main spillway on the right bank (f)an irrigation outlet to an existing supply canal (g) an auxiliary spillway. The last two partosf the project are located...