... of the model being made 1 to 221, partly from considerations of convenience of size and water-supply, and instead of embracing the total length of 6,825 feet of sluice-dam, it was decided only t o include a representative length of 210 feet, Let Q, denote the discharge, in cusecs, of the full-size dam ; Q,7, Q...

...L R EAST © Thomas Telford and ICE 1933 WATER SUPPLY PROBLEMS EVAPORATION LEGISLATION FLOW ACTS DISCHARGES IRRIGATION DOMESTIC STOCKS RESERVOIRS NATURAL WATER SURFACE LOGS TANKS SHAFTS WELLS CATCHMENTS ROCKS BOREHOLES CHANNELS GRAVITATION SUPPLY PUMPED RETICULATION...

...G S COLEMAN © Thomas Telford and ICE 1932 DEPTH FLOW OPEN CHANNELS NON UNIFORM UNIFORM GRADIENTS DISCHARGES EQUATIONS SELECTED ENGINEERING PAPERS. BEINGORIGINALCOMMUNICATIONSORDERED RY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 124. THE CRITICAL DEPTH OF FLOW IN OPEN...

...P J ROBINSON © Thomas Telford and ICE 1931 EFFECT RESERVOIRS AREAS DISCHARGES OVERFLOWS WEIRS CALCULATIONS SPILLS LENGTH STORAGE INFLOW HYDROGRAPHS OUTFLOW RETARDING TEMPORARY SELECTED ENGINEERING PAPERS. BEIKG ORIGINAL COMMUNICATIONSORDERED BY THE COUXCIL TO BE PUBLISHED...

...P N FAWCETT © Thomas Telford and ICE 1930 CONSERVANCY WORKS RIVERS WATERWAYS TRIBUTARIES SILT WEIRS LOCKS CUTTINGS DISCHARGES HARBOURS BARS DREDGING DEPOSITS CHANNELS DEPOSITION LIAO RIVER LIU RIVER CHINA ASIA Ube 3netftutfon of Cfvfl Engineers, SELECTED...

...A H GIBSON EFFECT SURFACE WAVES DISCHARGES WEIRS OSCILLATIONS TROCHOIDAL SINUSOIDAL EXPERIMENTS FLUMES RECTANGULAR TRIANGULAR BROAD CRESTED SELECTED ENGINEERINGPAPERS. BEING ORIGINAL COMMUNICATIONOSRDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 99. I THE EFFECT...

...A H GIBSON © Thomas Telford and ICE 1930 INVESTIGATIONS BACKWATER SUPPRESSORS APPLICATIONS HYDROELECTRICITY HYDROELECTRIC INSTALLATIONS PLANT FLOW FLOODS HEADS MODELS SPILLWAYS DISCHARGES WAVES TUBES TAILRACE STANDING SELECTED ENGINEERING PAPERS...

...H CHATLEY PROBLEMS THEORY RIVERS ENGINEERING CONVERGENCE BANKS TIDAL CHANGE DISCHARGES INSTANTANEOUS SALINITY CURRENTS WATER DIMENSIONAL MODELS NON TURBULENT FLOW NATURAL STREAMS EROSION CHANNELS BEDS COHESIVE MATERIALS STABILITY NARROW DREDGED CUTS ESTUARIES...

... gallons capacity, and each is divided into two compartments which can be emptied separately. In the channel connecting the detritus-tanks with the septic tanks a measuring-weir is placed in connection withaLea recorder, and alongside the channel is an overflow weir discharging to achannel leading tothe...

...J L HODGSON; REYNOLDS ORIFICES FLOW MEASUREMENT DISCHARGES FORMULAE COEFFICIENTS CURVES PIPES VELOCITY PRESSURE COMPRESSIBILITY VISCOSITY DENSITY TESTS METHODS TESTING VISCOUS APPROXIMATE ELASTIC EFFECT FLUIDS MEASURING SELECTED ENGINEERING PAPERS, BEINGORIGINAL...

...G S COLEMAN © Thomas Telford and ICE 1923 ESTIMATING STORMWATER DISCHARGES INHABITED AREAS ESTIMATES RESIDENTIAL CHANNELS CAPACITY STORMS INTENSITY RATES SELECTEEDNGINEERING PAPERS. BEING ORIGINAL COMMUNICATIOWS ORDERED BY THE COUNCIL TO RE PUBLISHED WITHOUT DISCUSSION. KO...

...G S COLEMAN; D SMITH DISCHARGES CAPACITY SIDES WEIRS STORMWATER FORMULAE EXPERIMENTS RATES SELECTED E M N E E R I N G PAPERS, BEINGORIGINAL COMMUNICATIONOSRDERED BY TIIE COUNCIL T O BE PUBLISHED WITHOUT DISCUSSION. THE DISCHARGING-CAPACITY OF SIDE WEIRS. BY GEOEGE STEPHEN COLEMAN...

..., a larger nozzle and a correspondingly larger funnel-probably 10 or 12 inches in diameterwould be advisable. T A B L E \ T . - A ~RA~IN~FA~LL~ RECORDAST CLIYYEND, SIMCA, TAKEN IlY EXPERIMENTGAALUGE. (Discharges into Compartment I only are entered separately). - 1Date. Time(rrhen noted.) j I. Compartment...