... of information on comprehensive ranges of situations. 2. The basic methodology of this Paper isspecific neither to the physical situation nor to themethod of deriving data. It is developed, however, in the context of discharge from hillslopes and small catchments for individual rainfall events, with data derived...

...R S MCKENZIE; R B ALLEN © Thomas Telford and ICE 1990 BKS WATER RESOURCES PRETORIA MODERN WATER RESOURCES ASSESSMENT TECHNIQUES RIVERS WATER SUPPLY DEMAND CATCHMENTS ADJACENT YIELD SYSTEMS PLANNING TECHNIQUES METHODS COMPUTERS MODELS RESOURCES SUPPLY ALLOCATION...

... far in such works as the Flood studies report,' and a halt should be called. Any method of flood estimation should directly reflect the essential characteristics of the catchment for which there can be no substitute. These were discussed in detail at the 1924 Conferenceat the Institutionof Civil...

... sexisting micro-FSR package. 39. The main area of difference between FLOWPRED andmicro-FSR is that the IH package starts at the stage at which catchment characteristics have been abstracted from maps. Extreme caution is suggested when producing estimates on a small catchment, using catchment...

...-of-river hydro stations, unconnected with a regional electricity grid, where the output was used mainly for crop-processing. This Technical Note describes an empirical method for synthesizing monthly FDCs from limited hydrological data for small-catchment ungauged watercourses. The method involves...

...DG RHODES © Thomas Telford and ICE 1987 BIRMINGHAM UNIVERSITY ESTIMATING METHODS HYDROGRAPHY SEWERS SEWAGE TREATMENT WORKS ROUTING FLOW DRAINAGE CATCHMENTS CONTROL Proc. Instn Civ.Engrs, Part 2, 1987,83, Sept., 643647 TECNHONTICEAL 491 WATER ENGINGEREROIUNPG Estimating...

...DR ARCHER; PS KELWAY; FLOWPRED © Thomas Telford and ICE 1987 NORTHUMBRIAN WATER VOICE SYSTEMS INTERNATIONAL COMPUTERS SYSTEMS FLOODS ESTIMATING METHODS EVALUATION RAINFALL RUNOFF DISCHARGES DESIGN PARAMETERS RESERVOIRS GRIDS ESTIMATES CATCHMENTS STORMS STORMWATER...

...DN WILCOCK; JE HANNA; CI ESSERY; INSHYD © Thomas Telford and ICE 1987 ULSTER UNIVERSITY DEPARTMENT OF AGRICULTURE, NORTHERN IREL AND FLOW DURATION WATER CURVES HYDROLOGY CATCHMENTS HIGH LOW STUDIES METHODS GAUGING STATIONS EQUATIONS SYNTHESIS ULSTER UK...

...JM PARKER; SK BOOTH; SSD FOSTER © Thomas Telford and ICE 1987 BRITISH GEOLOGICAL SURVEY ANGLIAN WATER CHALK PENETRATION NITRATES POLLUTION SOILS AGRICULTURE GROUNDWATER DENITRIFICATION AQUIFERS CATCHMENTS WATER SUPPLY SUPPLY WATER BOREHOLES QUALITY RESEARCH CONTROL...

...DC BLACK; MD MOHD.NOR; BN GUNTER; RB BULMAN; JR DAVIES © Thomas Telford and ICE 1986 BASINS RAINFALL RUNOFF FLOODS CATCHMENTS HYDROLOGY MODELS ROUTING MITIGATION TROPICAL DESIGN VALUE CALIBRATION PARAMETERS METHODS RIVERS ANALYSIS FREQUENCY SOILS MOISTURE BATU...

..., was necessary. These three sills, however, are lower thanlow water level in Loch Ness and consequently coffer-dams and a diversioofn catchment run-off were required for the works to be carried out in the dry. The size of the sills meant that a considerable amounotf heat would be generated during construction...

...DC BLACK; MD MOHD.NOR; BN GUNTER © Thomas Telford and ICE 1986 SNOWY MOUNTAINS ENGINEERING CORPORATION MINISTRY OF AGRICULTURE, KUALA LUMPUR RAINFALL RUNOFF FLOODS ROUTING MODELS TROPICAL CATCHMENTS STORMWATER CALIBRATION TESTING DATA HISTORICAL PARAMETERS VALUE...

...DW REED; RB BULMAN © Thomas Telford and ICE 1986 S CURVES METHODS CURVES UNITS TRANSFORMATION HYDROGRAPHS HYDRAULICS THEORY RESPONSES FLOODS TRAVEL TIME EQUATIONS CATCHMENTS METHODS STUDIES Proc. Instn Ciu. Engrs, Part 2,1986.81, Mar., 167-170 DISCUSSION O N TECHNICALNOTE...

...JE HANNA; DN WILCOCK; RB BULMAN © Thomas Telford and ICE 1985 MEAN PREDICTION FLOODS ANNUAL SLOPES FACTORS ESTIMATING EQUATIONS RAINFALL TECHNIQUES CATCHMENTS HYDROLOGY DATA ANALYSIS ULSTER UK Proc. InstnCiu. Enyrs, Part 2, 1985,79, Dec., 749-751 DISCUSSION...

...DDA PIESOLD; J TATTERSFIELD; CW HODGSON; RB BULMAN; GP SIMS © Thomas Telford and ICE 1985 DAMS RESERVOIRS CATCHMENTS AREAS FLOODS DESIGN SPILLWAYS EXTRAPOLATION ESTIMATING METHODS SLABS MOVEMENT CONDUITS LINERS COSTS SURGES SURGES CHAMBERS MASINGA KENYA AFRICA...

...DW REED; FORTRAN © Thomas Telford and ICE 1985 INSTITUTE OF HYDROLOGY WALLINGFORD EXTENSIONS S CURVES METHODS CURVES UNITS HYDROGRAPHS TRANSFORMATION TECHNIQUES RAINFALL RIVERS SYNTHESIS ALGORITHMS SITES CATCHMENTS RESPONSES STORMS FLOODS ESTIMATING OSCULATORY...

...JE HANNA; DN WILCOCK © Thomas Telford and ICE 1984 DEPARTMENT OF AGRICULTURE ULSTER UNIVERSITY PREDICTION FLOODS MEAN ANNUAL CATCHMENTS EQUATIONS STATIONS CLIMATE HYDROLOGY GEOMORPHOLOGY PEAKS ARTERIAL DRAINAGE RIVERS DISCHARGES CAPACITY VALUE VARIABLES ALTERNATIVE...

... on the catchment was 4 mm, and yetin thecentral 12 hours of the flood the run-off volume was 28 mm. On the neighbouring Coquet catchment thehigh,est recorded floodlevel was notedand on a tributarwyithin the catchment a 5 m high dam was breached as flood waters overtopped the embankment. Mr Archer reported...

... FLOODS CATCHMENTS SYSTEMS POLICIES CHARTS UK Proc. Instn Ciu.Engrs, Part 1, 1984,76, Aug., 779-783 INFORMALDISCUSSION WATER ENGINEERINGGROUP Hydrological data atWallingford-collection, archiving and application Introducer J. C. RODDA, PhDD, Sc, MIWES, FRMetS* Reporter T. E. Evans, MSc, BSc...

...HS WHEATER; NC BELL IMPERIAL COLLEGE FLOODS STUDIES DEPTH DURATION FREQUENCY RAINFALL STATIONS METHODS DISTRIBUTION ANALYSIS DATA STORMS CATCHMENTS SIMULATION RUNOFF MODELS KINEMATICS FLOW CHANNELS WAVES OVERLAND APPROXIMATION RESPONSES PARAMETERS SENSITIVITY...