Hydraulic Data Sample Clauses
Hydraulic Data. (a) Stage-area and stage-capacity curves of the reservoir, forebay and Regulating Basin.
(b) Full Pondage Level, Dead Storage Level and Operating Pool.
(c) Dead Storage capacity.
Hydraulic Data. I. Stage-area and stage-capacity curves of the reservoir with contoured survey maps on which based.
II. Reservoir Capacity, Dead Storage Capacity, Flood Storage Capacity, Conservation Storage Capacity, Power Storage Capacity, General Storage Capacity and Surcharge Storage Capacity.
III. Full Reservoir Level, Dead Storage Level and levels corresponding to Flood Storage and Surcharge Storage.
IV. Estimated evaporation losses in the reservoir.
V. Maximum designed flood discharge and discharge capacity curve for spillway.
VI. If a power plant is incorporated in a Storage Work
(1) Stage-area and stage-capacity curves of forebay and Regulating Basin, with contoured survey maps on which based.
Hydraulic Data. (a) Stage-area and stage-capacity curves of the forebay with survey map on which based.
(b) Full Pondage Level, Dead Storage Level and Operating Pool together with the calculations for the Operating Pool.
Hydraulic Data. (a) Stage-area and stage-capacity curves of the reservoir, forebay and Regulating Basin, with contoured survey maps on which based.
(b) Full Pondage Level, Dead Storage Level and Operating Pool together with the calculations for the Operating Pool.
(c) Dead Storage capacity.
(d) Estimated evaporation losses in the reservoir, Regulating Basin, head-race, forebay and tail-race.
(e) Maximum designed flood discharge, discharge-capacity curve for spillway and maximum designed flood level.
(f) Designated range of operation.
Hydraulic Data. (a) Stage-area and stage-capacity curves of the reservoir with contoured survey maps on which based.
(b) Reservoir Capacity, Dead Storage Capacity, Flood Storage Capacity, Conservation Storage Capacity, Power Storage Capacity, General Storage Capacity and Surcharge Storage Capacity.
(c) Full Reservoir Level, Dead Storage Level and levels corresponding to Flood Storage and Surcharge Storage.
(d) Estimated evaporation losses in the reservoir.
(e) Maximum designed flood discharge and discharge-capacity curve for spillway.
(f) If a power plant is incorporated in a Storage Work :
(i) Stage-area and stage-capacity curves of forebay and Regulating Basin, with contoured survey maps on which based.
(ii) Estimated evaporation losses in the Regulating Basin, head-race, forebay and tail-race.
(iii) Designated range of operation.
Hydraulic Data. The hydraulic data were compared to model-predicted data and model recalibration was conducted as needed. Evaluation of hydraulic data has been conducted to determine aquifer transmissivity and potentiometric maps have been contoured to determine hydraulic gradient direction and magnitude. Future changes in activities at the site of the former PGDP that may significantly affect flow patterns in the vicinity of the remedial system. At that time, measurement of water levels in the hydraulic MW network or another set of appropriate ▇▇▇▇▇ may be required to determine flow trajectories and potential effects on system operation.
Hydraulic Data. Hydraulic monitoring is conducted to verify performance of the EW system and the impact of external hydraulic stresses with regard to capture zone development within the Northeast Plume and to measure potential areal impacts on contaminant source zones and adjacent plumes. Measurements of water levels and gradients provide a basis, along with chemical monitoring, for refinement and optimization of system operation. Hydraulic monitoring consists of obtaining quarterly NEPCS synoptic measurements of water levels, and assessing the extent of the capture zone resulting from operation of the optimized Northeast Plume EWs.