...NH COTTMAN; GR MCKAY © Thomas Telford and ICE 1990 STAWELL SHIRE VICTORIA QUEENSLAND UNIVERSITY BRIDGES CULVERTS SIZE COSTS REDUCTION FLOW TRANSITION DESIGN CHANNELS OUTFLOW PREDICTION PERFORMANCE EROSION SILTATION DEBRIS ENERGY DISSIPATION VELOCITY WATERWAYS...

... to the network hydraulic characteristics expressed in the form of nodal flow continuity equations, and subject to the operational constraints of the network. The relationship between network pressures and leakage losses is discussed, and a function relating nodal pressure and leakage outflow is incorporated...

...JF BARLOW; E MARKLAND © Thomas Telford and ICE 1972 UNIVERSITY COLLEGE CARDIFF COMPUTERS NETWORKS OUTFLOW HEADS COST EFFECTIVE WATER DESIGN CONFIGURATION RATES VALUE ECONOMICS MODIFICATION PIPES NODES DIAMETER OPTIMISATION GAS 7511 Computer design of pipe networks...

...HM CHAUDHRY; KVH SMITH; H VIGIL; BR COLBY © Thomas Telford and ICE 1970 SOUTHAMPTON UNIVERSITY CALCULATIONS IRRIGATION FLOW INFLOW SEDIMENTS CANALS EMPIRICAL CURVES CORRELATION TRANSPORT METHODS OUTFLOW PAKISTAN 7241 Computation of sediment transport in irrigation...