Runoff Activity-1

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North Carolina State University *

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001

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Geography

Date

Oct 30, 2023

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pdf

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7

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Civil and Environmental Engineering Runoff and Erosion Activity Names: __________________, ______________________ Objective: To practice runoff and soil erosion calculations Task: A map of part NCSSM Campus is shown below. A cistern is planned at the location designated by red oval. If the collected water is all runoff from the area outlined in blue, how much water could we collect each month? How much nitrogen and phosphorus is in the runoff? Data: Elevation at highest point: 412 feet Elevation near cistern: 398 feet Length of catchment area: 370 feet Width of catchment area: 110 feet
Formula and Tables: I a = 0.2 S Q is runoff (in) P is rainfall (in) S is the potential maximum soil moisture retention after runoff begins (storage) (in) I a is the initial abstraction (in), or the amount of water before runoff, such as infiltration, or rainfall interception by vegetation Curve Number Cover description Curve numbers for hydrologic soil group A High Infiltration Porous B C D Very low Infiltration, mostly clay Open space (lawns, parks, golf courses, etc.) Poor condition (grass cover <50%) 68 79 86 89 Fair condition (grass cover 50 to 75%) 49 69 79 84 Good condition (grass cover >75%) 39 61 74 80 Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right of way) 98 98 98 98 Streets and roads: Paved; curbs and storm sewers (excluding right-of-way) 98 98 98 98 Paved; open ditches (including right-of-way) 83 89 92 93 Gravel (including right of way) 76 85 89 91 Dirt (including right-of-way) 72 82 87 89 Nutrients Phosporus Nitrogen Land Use Dissolved Sediment Dissolved Sediment Category (mg/l) Attached (mg/kg) (mg/l) Attached (mg/kg) Cropland 0.300 308.0 1.80 1200.00 Pasture 0.250 308.0 3.00 1200.00 Pasture-manure 3.000 800.0 11.90 1900.00 Forest 0.009 308.0 0.06 900.00 Urban/Built-up 0.33 900.0 2.18 900.0 Wetlands 0.000 1.0 0.00 0.00 Barren Land 0.045 200.0 0.74 800.00
Procedure a. On the computer we could use Graphical Information Systems (GIS) to calculate the area of each type of land cover. We will do that process by hand. To the left of the curve number table put numbers (1, 2, 3, ,..) to identify the land cover types that are present in the catchment area. Record the land cover identifier and corresponding curve number in the table below. On the map, outline each the distinct regions and put the corresponding land cover identifier in the center of the region. Estimate the total percentage for each land cover type and record in third column. Calculate the total area of the catchment and then calculate the area for each type of land cover (% x total area) and the contribution of that type of area to the overall average curve number (% x Curve Number). Total all the columns and make sure the % total area sums to 100% and the Area sums to the total catchment area. The sum of % curve number is an average value to be used in subsequent equations. Total area by multiplying width x length: Land Cover Identifier Curve Number % total area Area (square feet) % x Curve Number Sums b. Calculate the storage, S, and the initial abstraction, I a , showing the calculation. c. Calculate the runoff, Q (in inches) for each month in inches, cubic feet, and liters and put it in the table. There are 28.32 liters per cubic foot. Use a spreadsheet if you wish. Show the calculate for Q for the first month: How do you convert runoff in inches to runoff in cubic feet (think of the rain barrels at the bike shed)?
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