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471 BERKELEY DRIVECLEMSON, SC
BE 3220 - Hydrology Design ProjectKira Bartlett, Raymond Middleswarth, Ashleigh Hough
April 21, 2015
LOCATION (GEOGRAPHICAL)
LOCATION (TOPOGRAPHICAL)
LOCATION
CURRENT PROBLEM
• Two hills– “Big Hill”: 52.5 feet long with a 20% slope– “Small Hill”: 82.5 feet long with a 5% slope
• Rill formation where the hill bases meet
• Runoff moves through the adjacent shed and occasionally causes a creek to form
PROJECT GOALS
• Transform the property into a community garden
• Minimize erosion and runoff
• Reduce the runoff and sediment volume entering the shed – Dry conditions necessary to store equipment– Reduce cleaning after rainstorms
PROPERTY DATA
Modeled as Two Separate Hillslopes
Cropping Factor: 0.01225% Canopy of Tall Weeds80% Ground Cover
Soil Type: Starr Loam (K=0.37)(via Web Soil Survey)
USCLE: CURRENT SITUATIONSmall Hill Big Hill
R 250 250
K 0.37 0.37
LS 0.601 2.283
C 0.012 0.012
P 1 1
T 0.667 tons/acre/year
2.53 tons/acre/year
Rate of Annual Soil Loss: 3.2 tons/acre/yearTotal Annual Soil Loss: 0.233 tons
WEPP: CURRENT SITUATION
Slope: 52.5 ft. at 20% slope Profile Width of 54 feet
Climate: Clemson College, SCManagement: Grass (cont.)
Average Annual Runoff: 5.29 inAverage Annual Soil Loss:
1.758 tons/acre
Slope: 82.5 ft. at 5% slope Profile Width of 54 feet
Climate: Clemson College, SCManagement: Grass (cont.)
Average Annual Runoff: 4.58 inAverage Annual Soil Loss:
0.996 tons/acre
Big Hill Small Hill
Rate of Annual Soil Loss: 2.754 tons/acreTotal Annual Soil Loss: 0.2163 tons
PROPOSED SOLUTIONFour Terraces
Open Channel Flow
USLE: PROPOSED SOLUTION Terrace 1 Terrace 2 Terrace 3 Terrace 4
R 250 250 250 250K 0.37 0.37 0.37 0.37
LS 0.442 0.442 1.45 1.45
Crop Seq. CCCCC SSSM CCCM CAAA
C 0.03 0.18 0.02 0.02
P 1 1 1 1
T (tons/acre)
1.226 7.359 2.683 2.683
SDR 10% 16%
T (tons/acre)
0.7482 0.497
Rate of Annual Soil Loss: 1.246 tons/acreTotal Annual Soil Loss: 0.1089 tons
WEPP: PROPOSED SOLUTION
Terrace 1 Terrace 2 Terrace 3 Terrace 4Slope
Characteristics
40 ft. with 5% slope
40 ft. with 5% slope
25 ft. with 20% slope
25 ft. with 20% slope
Management Corn No Till Soybean No Till
Corn No Till Alfalfa with Cuttings
Average Annual Soil
Loss (tons/acre)
2.367 2.625 2.618 3.599
SDR 10% 16%
T (tons/acre) 0.2862 0.5110
AssumptionsClimate: Clemson College, SCProfile Width: 54 feet
Rate of Annual Soil Loss: 0.7972 tons/acreTotal Annual Soil Loss: 0.0625 tons
ANALYSIS OF PROPOSED SOLUTION
USLECurrent Situation
– Rate of Soil Loss: 3.2 tons/acre– Total Annual Soil Loss: 0.233
tonsProposed Solution
– Rate of Soil Loss: 1.246 tons/acre
– Total Annual Soil Loss: 0.1089 tons
WEPPCurrent Situation
– Rate of Soil Loss: 2.754 tons/acre– Total Annual Soil Loss: 0.2163
tonsProposed Solution
– Rate of Soil Loss: 0.7972 tons/acre
– Total Annual Soil Loss: 0.0625 tons
Erosion Reduction: 61% Erosion Reduction: 71%
OPEN CHANNEL DESIGN• Use of WEPP Model (10-year Storm)
– Big Hill Peak Rate: 5.6 in/hr– Small Hill peak Rate: 4.8 in/hr
• Parabolic Channel Design • Vegetation Lined – Grass Mixture
– Short Vegetation (2-6 inches)• Slope of Profile Width: 0.2 %
10-Year StormQ= 0.000257 cfs
Duration of 1 Day:Total Runoff Volume: 166.4 gallons
ALTERNATIVE DESIGN OPTIONS
• Different Terracing Setups– Change number of Terraces and Terrace Lengths– Include terraces with grass or meadow
• Contouring or Contour Strip-cropping
• Some methods found to be more effective in erosion control, but less practical and/or profitable
SUMMATION
• 4 Terraces– Reduces Sediment Loss by 60-70%– Allows for use of land as a garden
• Open Channel Flow– Redirects runoff and sediment away from the shed
OVERALL: Balances Sediment Loss with Practicality and Economics to
obtain Project Objectives
REFERENCES“Web Soil Survey.” Web Soil Survey. USDA: Natural Resources Conservation Service, n.d.
Owino, Tom. “Open Channel Hydraulic” Handout. Small Watershed Hydrology and Sedimentology. Clemson University. April 2015. Print (unpublished).
Owino, Tom. “Soil Erosion” Handout. Small Watershed Hydrology and Sedimentology. Clemson University. February 2015. Print (unpublished).
Water Erosion Prediction Project (WEPP)