... KIELDER TEESIDE GATELY LOW WORSALL SELSET BALDERHEAD NORTHUMBRIA UK Proc. Instn Cio. Engrs, Part 1, 1985,78, Dec., 1383-1401 8919 WATER ENGINEERING GROUP Uncertainty in demand forecasting anitds consequencesin water resource planning: the Teesside experience J. A. BRADY...

...J KENNARD; M F KENNARD; A W BISHOP; P R VAUGHAN; A L LITTLE; T N W AKROYD; N J RUFFLE; D H TROLLOPE; R J COURT; S SEROTA; J K HUNTER; H H DIXON; R H CUTHBERTSON; P O WOLF; S ROBIN; R C S WALTERS; ROW 726 JOINT DISCUSSION ON SELSET FUSERVOlR Paper No. 6575 Selset reservoir: design and constructiont...

...A W BISHOP; P R VAUGHAN The 130-ft high embankment at Selset Reservoir has been successfully constructed of clay of low permeabilhy in an area of high rainfall by using closely spaced drainage blankets to reduce the high pore-water pressures set up. Sand drains have been used to accelerate...

...J KENNARD; M F KENNARD This Paper refers briefly to the hydrological features of the upland sources of the Tees Valley and Cleveland Water Board, and deals in some detail with certain aspects of the design and construction of the Selset Dam. The geology and cut-off trench are touched upon...