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Published byVincent Kelly Modified over 8 years ago
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Water Resources Assessment Main Resources – Surface water – Groundwater – Unconventional Tools – Flood routing/delineation models – Runoff models – GIS – Finite element – Finite difference – Lumped parameters models
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Surface Water General Equation I(t) – O(t) = ΔS/Δt O in Inputs – Precipitation – Base flow O in Outputs – E/ET – Infiltration – Intakes Q in Q out S
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System Boundaries Reservoir – Balance ΔS/Δt=(P*A res +Q in )-(E*A res +Q out ) – Residence Time S/I(t) Watershed ΔS/Δt=(P*A)-(ET*A+Q out )
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Groundwater Definitions – Saturated Zone: V Water =V voids – Unsaturated Zone: V Water < V voids – Moisture Content: V Water < V total – Voids/Pores: allow the flow of water – Water Table: surface where the water pressure in the pores equals Zero – Porosity: n = V voids / V total (~0 - 0.7) – Hydraulic conductivity [L/T]= represents how easily water can flow through formation Gravel >50 m/day Course Sand: K = 30-50 m/day Fine sand: K = 10-30 m/day Silt: K = 1-10 m/day Clay: K < 1 m/day
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Groundwater Definitions – Formations types with respect to water bearing Aquifer = permeable layer that contains and transmits water in large quantities – Confined – Unconfined Aquiclude = impermeable layer that may contain water but transmissivity is very low Aquitard = semi permeable layer that transmits water in the vertical direction only Aquifuge = impermeable layer that neither contains nor transmits water
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General Cross Section of Gaza Aquifer calcareous sandstone, unconsolidated sands Eocene chalks and limestone Clay marls, marine shales, and claystones
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Groundwater – Darcy Intrinsic permeability
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Groundwater – Average pore velocity – Problem: A tracer traveled 3 days and 6 hours between 2 wells that are 20 m apart. Water elevation difference between the wells is 0.5m, porosity n=0.15. Estimate v, q, K
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Groundwater Balance S s [1/L] = Specific Storage = volume of water that a unit volume of aquifer releases under a unit decline in hydraulic head S [dimensionless] = Storativity = volume of water that a unit surface area of aquifer releases under a unit decline in hydraulic head
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Groundwater Balance Pollutants transport mechanisms – Advection – Diffusion – Dispersion Mechanical dispersion coefficientDiffusion coefficient
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Average Nitrates Concentrations (PWA, 2005 Data)
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Average Chlorides Concentrations (PWA, 2005 Data)
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Average Groundwater Level (PWA, 2005 Data)
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Soil Map
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Built Up Areas
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Agricultural Areas
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