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1-8 of 8
Keywords: IMPERVIOUS
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Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (1): 37–50.
Published: 01 December 1981
...MJ HALL © Thomas Telford and ICE 1981 SIR WILLIAM HALCROW DIMENSIONLESS URBANISING CHANGE REGIMES DURATION CHARACTERISTICS DRAINAGE FUNCTIONS IMPERVIOUS COMPUTERS TIME EXCESS BASEFLOW CALCULATIONS UNITS CATCHMENTS FLOW URBAN PARAMETERS DEVELOPMENT RESPONSES...
Journal Articles
Proceedings of the Institution of Civil Engineers (1964) 29 (2): 293–318.
Published: 01 October 1964
... RECONSTRUCTION DUAL CARRIAGEWAYS PROCESS PRE PLANNING PLANNING VEHICLES CAST IN SITU IMPERVIOUS CONCRETE REVETMENTS METHODS EXCAVATING EQUIPMENT PLANT SUSPENSION BENTONITE SIDES STABILISATION PLANT ROOMS ADJACENT BUILDINGS HOSPITALS SCREENS UNDERGROUND STATIONS LIGHTING VENTILATION...
Journal Articles
Proceedings of the Institution of Civil Engineers (1964) 28 (4): 508–513.
Published: 01 August 1964
...E E DAWSON © Thomas Telford and ICE 1964 TANGANYIKA RAILWAYS INTERACTION RAINFALL GROUNDWATER FLOW RAIN GRAPHICAL METHODS IMPERVIOUS RECTANGULAR CATCHMENTS HYDROGRAPHS VALUE WATER SPRINGS RESIDUAL Paper No. 6776 INTERACTION OF RAINFALL,GROUNDWATERFLOW...
Journal Articles
Proceedings of the Institution of Civil Engineers (1962) 21 (2): 305–346.
Published: 01 February 1962
... impervious boulder clay in a high rainfall area by accepting the controlof pore pressure by drainage as the basic principle of the design. The development ofreliable means of measuring pore-water pressures in the field has played a large part in making this principleacceptableas a practical engineeringmethod...
Journal Articles
Proceedings of the Institution of Civil Engineers (1962) 21 (1): 55–90.
Published: 01 January 1962
... categories: (a)pervious, (b)impervious or (c) mixed formations. Their distribution within the topographical catchmentarea is shown in Fig. 2, folding Plate 1. 14. The total area of each formation within the catchment area ofeach tributary and those areas draining directlyto the Thames are given in Table 1...
Journal Articles
Proceedings of the Institution of Civil Engineers (1958) 10 (4): 453–472.
Published: 01 August 1958
.... Theoretical 2. It will be found in Part I1 that the Damodar catchment to Raniganj acts, so far as discharge is concerned, as if it were an impervious rectangular catch- ment level in cross-section, in which the value of c d s , in Chky s formula: u=cdrs . . . . . * (1) is a constant; and it is expected...
Journal Articles
Proceedings of the Institution of Civil Engineers (1957) 7 (4): 723–762.
Published: 01 August 1957
... ABUTMENTS MOVEMENT ELASTIC ANALYSIS CAPACITY TESTS DEFORMATION SPANS DISTRIBUTION TRANSVERSE VAULTS BENDING JOINTS LONGITUDINAL TENSION DISPLACEMENT COMPOSITE STRESS MODELS MODELLING MORTAR WATER IMPERVIOUS RIBS BRICKS CRACKS TRAFFIC PIERS GAUGES CHETTOE AND HENDERSON...
Journal Articles
Proceedings of the Institution of Civil Engineers (1957) 7 (2): 266–274.
Published: 01 June 1957
.... USK SWANSEA WALES © Thomas Telford and ICE 1957 CATCHMENTS TREES RAINFALL EMBANKMENTS DRAINAGE VEGETATION MATERIALS CONSTRUCTION IMPERVIOUS DAMS EARTH HYDROLOGY PLANT CONTRACTORS GROUTING CLAYS PUDDLE PUDDLE CLAY DISTRIBUTION PORE PRESSURE STABILITY SILT...
