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THE HYDROLOGIC CYCLE 2: GROUNDWATER. The Hydrologic Cycle - Fresh Water Storage Reservoir % of Total Fresh Water Glaciers (Frozen)76% Groundwater22% Rivers.

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Presentation on theme: "THE HYDROLOGIC CYCLE 2: GROUNDWATER. The Hydrologic Cycle - Fresh Water Storage Reservoir % of Total Fresh Water Glaciers (Frozen)76% Groundwater22% Rivers."— Presentation transcript:

1 THE HYDROLOGIC CYCLE 2: GROUNDWATER

2 The Hydrologic Cycle - Fresh Water Storage Reservoir % of Total Fresh Water Glaciers (Frozen)76% Groundwater22% Rivers & Lakes < 2% Groundwater – largest liquid fresh water storage reservoir.

3 The Groundwater System

4 Gaining Streams Losing Streams

5

6 The Water Table Mirrors Surface Topography

7 Groundwater Flows From High Pressure To Low Pressure Areas

8 Usually, this means Down Gradient

9 So, To Understand Groundwater Flow We Need To Know: 1)Depth of the water table. 2)Gradient (slope) of the water table. 3) Characteristics of the rocks that the groundwater is traveling through.

10 Depth and Gradient: Gradient determines the direction of groundwater flow.

11 Gradient = (h 1 - h 2 )/L Where: h 1 and h 2 are the elevations of the water table at two locations, and L is the horizontal distance between them h2h2 h1h1

12 Rock Characteristics: 1)Porosity – How much water the rock will hold. 2)Permeability – The ability of a rock to transmit water. Depends on size and connectivity of pores.

13 Porosity A) Sediments Soil 55% by volume Clay 45 Sand 35 Gravel 20 B) Rocks Shale 5% Limestone 5 Sandstone 15 Granite 1 Fractured Limestone 20 Permeability Clay Shale Solid Limestone Sandstone Fractured Limestone Gravels & Sands High Low

14 The first person to study these characteristics of the groundwater system was a geologist named Henri Darcy. Darcy noted that the velocity of groundwater flow was proportional to the gradient of the water table. 1) V α (h 1 - h 2 )/L but we need to account for permeability 2)V = k (h 1 - h 2 )/L where k is a permeability variable, and 3)Q (discharge) = Ak (h 1 - h 2 )/L where A is a measure of cross sectional area

15 Darcy’ Law Q (discharge) = Ak (h 1 - h 2 )/L = AV Pore Remember, when calculating cross – sectional area the water is only flowing through the open pores (unlike a river channel). So A (area) = width X depth X porosity.

16 Problem 1)What is the gradient of the water table whose elevation is 500’ at well 1, 300’ at well 2, and the wells are 2000’ apart? 2)If the aquifer has a width of 40 feet, and a depth of 40 feet, a porosity of 5%, and a k = 0.01 ft/day, what is the groundwater velocity and discharge?

17 1) Gradient = (h 1 - h 2 )/L = 500’ – 300’/2000’ = 0.1 2) Velocity = k (h 1 - h 2 )/L = 0.01ft/day x 0.1 =.001ft/day 3) Q = Ak (h 1 - h 2 )/L = 40’ x 40’ x.05 x.001 =.08 ft 3 /day

18 2) Groundwater Contamination Human activity Produces Many Sources of Waste!

19 Contaminant Plume

20 Contaminant Plume in Map View


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