...M G PLATTS © Thomas Telford and ICE 1935 MADRAS GOVERNMENT HYDROELECTRIC DEVELOPMENT ELECTRIFICATION HYDROELECTRICITY WATER POWER COUNTRIES DEVELOPING RIVERS RAINFALL RUNOFF MONSOONS CATCHMENTS REGULATION STORAGE EVAPORATION ABSORPTION LOSS RESERVOIRS FLOODS...

..., since the loss by evaporation very largely depended on those factors. No mention was made of reference to the meteorological autho- rities in Poona or Madras, but he presumed that the various rainfall statistics had been supplied by them. In connection with his own proposals for a new waterworks...

... the rainfall, though it was intended to supplement the estimate later by river-flow measurements. None of the rain-gauges lay in the actuacl atchment, but one of them, the Pykara gauge, was on the lower edge of it, and that was adopted as the master gauge. The year was divided into three periods : south-west...

... ELASTICITY MODULUS DIVERSION RAINFALL RUNO ARAPUNI WAIKATO RIVER LAKE TAUPO NEW ZEALAND Proceedings.] FURKERT ON ARAPUNI HYDRO-ELECTRIC SCHEME. 411 (Paper No. 4962.) I Remedial Measures on the Arapuni Hydro-Electric Scheme of Power Development on theWaikato River, New Zealand...

...- [THE INST. C.E. TOL. 233.1 11 162 DISCUSSION ON THE DESIGN AND [Minuh of Sir Thomas Ward. bi!ityof satisfying the Rohtak-Hissar tract from storage was no greater than that of the canal. In the meantime the circumstances of Oudh had been greatly changed by the experience gained in years of deficient rainfall...

... EXCAVATING MACHINERY JUNGLE CLEARING COSTS RAINFALL SARDA CANAL UNITED PROVINCE INDIA ASIA 140 DARLEY ON THE DESIGN AND [Minutes of A88OCiate Members-continued. ALFRED EDWARDNELSONTAYLOR, ALAN CASTLEDINE WHITE, B.Sc. B (Eng.) (Lond (EngLond JOSHUAWILLIAMTONCE,B.Sc. MATT~CEWCOCHRAPI...

... ~roceec1i11ga.l AKD THE GEORGE S GREIVIDEGRE. 223 180 or 200 miles in diameter ; the velocity of the wind was terrific, gfnent and they were the cause of rainfall of high intensity. The parti- cular storm that wrecked the bridge, a storm about 200 miles in diameter, crossed the coast, and when it got into Central...

... CATCHMENTS RAINFALL YIELD ELECTRICITY MOORLAND ACTION LAKES POWER HOUSES CONCRETE CEMENT RESISTANCE JOINTS LOCHABER SCOTLAND UK 61 DISCUSSION ON THE LOCIIABEll. [Minutes of Diacuaaion. 'he President. The PRESIDENinTm, oving the vote of thanks, observed that the Paper described...

...J GLASSPOOLE © Thomas Telford and ICE 1930 RAINFALL RAIN INTENSITY STORMS FLOODS FREQUENCY DURATION RECORDS DISTRIBUTION SNOW METEOROLOGY WEATHER CLIMATE OROGRAPHY CYCLONES INSTABILITY PRECIPITATION AREAS ENGLAND UK Proceedings.] GLASSPOOLE ON WIDESPREAD...

...G R COLLINSON; G E LILLIE; H R MILL; J PARR; F C TEMPLE; H N WALSH; J WILLIAMSON; J GLASSPOOLE © Thomas Telford and ICE 1930 BRITISH RAINFALL ORGANISATION RAINFALL DATA RAIN FLOODS PROTECTION WEATHER METEOROLOGY STORMS INTENSITY STORMWATER FLOODING DISCHARGES...

... about 95 percent. of the stream-flow. Taking the average rainfall as 47 inches and theaverage lossas 11inches, there remained a stream-flowequivalent to 36 inches of rainfall, of which about 34 inches could be conveyed by &heconduit. Of that, the utilizable yield was estimated at about 10 million...

...J GLASSPOOLE; W W GRIERSON; J HUNTER; G J GRIFFITHS; S M DIXON; SIR G HEARN; SIR H FOWLER; T STEVENS; J A MCPHERSON; W N MCCLEAN; H J FEREDAY © Thomas Telford and ICE 1930 RAINFALL RAIN INTENSITY STORMS DISTRIBUTION FLOODS WEATHER CLIMATE METEOROLOGY RECORDS RIVERS DRAINAGE...

...W W GRIERSON; R W S THOMPSON; SIR W ELLIS; W J E BINNIE; E SANDEMAN; A H JAMESON; A A BARNES; S M DIXON © Thomas Telford and ICE 1930 DIVERSION RIVERS RESERVOIRS WORKS WEIRS SCREENS AQUEDUCTS DISCHARGES CAPACITY DRAINAGE RAINFALL CITIES WATER SUPPLY YIELD CATCHMENTS AREAS...

...W J E BINNIE; J W MEARES; E PARRY; F H CLOUGH; B D RICHARDS; H P GIBBS; HANDMAN © Thomas Telford and ICE 1929 TATA POWER COMPANY PERIYAR DAM HYDROELECTRICITY HYDROELECTRIC POWER DEVELOPMENT RESERVOIRS STORAGE FLOW HEADWORKS TUNNELS PIPELINES CONDENSERS RAINFALL STRESS...

... Arapuni, obt,ained from local information, was 32,000 cusecs in 1907. Statistics of the rainfall were scanty,the nearest records available bcing those taken from 1918 t o 1922 at the Hora-Hora rapids about 7 miles below Arapuni. The rainfall there ranged from 40 t o 52 inches per annumduringthis period...

... shall be removed,althoughcultivation on the verge of the catchment will be permitted. Discharge and RainfaX-Itwasassumedoriginally that one- third of the rainfall in each year would be available for use. The average annual rainfall of 7 years before 1896 was about 102 inches per annum, giving a yield...

... RAINFALL DISCHARGES ENERGY COSTS STORAGE GENERATION RIVERS FLOW GAUGING STATIONS RESERVOIRS CALCULATIONS ESTIMATES MONSOONS METEOROLOGY SEASONS VARIATIONS SEASONAL GAUGES CAPACITY 54 CORRESPONDENCE ON DEVELOPMEKT @inutes of Correspondence. Mr. R a ~ o u r . Mr. J . A. UALFOURagrced...

... of rainfall perannun1, while the fall of 10inchrs in 2%hours noted elsewhere had occurred in the previous year 011 a catchment of which he measured the area and was able to estimate the discharge a t a road-culvert. But hc was still only at the stage of guessing, somewhat after thefashion noted in Appendix I...

...T R NOLAN © Thomas Telford and ICE 1924 ASSAM BENGAL RAILWAY RENDEL PALMER & TRITTON SLIPS WASHOUT HILLS SECTIONS RAILWAYS LANDSLIPS RAINFALL MONSOONS LANDSLIDES GEOLOGY CLIMATE DISASTERS CUTTINGS METHODS STREAMS CONTROL DIVERSION EMBANKMENTS BRIDGES EROSION...

...G E LILLIE © Thomas Telford and ICE 1924 EAST INDIAN RAILWAY DISCHARGES CATCHMENTS WATERWAYS BRIDGES FLOODS FORMULAE SIZE SHAPE SLOPES RAINFALL VARIATIONS RATES GROUND PRECIPITATION RIVERS MEASUREMENT BRIDGES VELOCITY STATISTICS MAXIMUM CHAMBAL IRRAWADDY...