Millers Rainwater Project
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Transcript of Millers Rainwater Project
Millers Rainwater ProjectBriarcliff Raingarden
After
Before
Plymouth Pond
After
Before
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5/13/10 12:00 AM 5/13/10 4:48 AM 5/13/10 9:36 AM 5/13/10 2:24 PM 5/13/10 7:12 PM 5/14/10 12:00 AM
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4/4/03 6:00 AM 4/4/03 1:12 PM 4/4/03 8:24 PM 4/5/03 3:36 AM 4/5/03 10:48 AM 4/5/03 6:00 PM
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Rain (inches)
Glazier Flow
Plymouth Flow
2010
Total Rain: 0.62 inches in 2 hours prior to highest flow
0.97 inches total of rain received on May 11-May 13.
2003 Total Rain: 0.6 inches in 2 hours prior to highest flow
1 inches total of rain received on April 4
Prior moisture conditions: In 2003, off and on rains occurred throughout the day of the storm. In 2010, off and on rain occurred throughout 2 days prior to the storm. Both years had substantial rains 6 days prior to dates shown on graph.
Note: plymouth transducer was offline
Storm Comparison #1: Hydrographs
Storm Comparison #1: Water Calculations for Glazier Way study site Watershed size: 1.519 mi2
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4/4/03 6:00 AM 4/4/03 1:12 PM 4/4/03 8:24 PM 4/5/03 3:36 AM 4/5/03 10:48 AM 4/5/03 6:00 PM
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Rain (inches)
Glazier Flow
Plymouth Flow
April 4, 2003
•Inches of rain during storm: 0.70 inches
•Total amount of rain: 2,470,258 ft3
•Percent of rain leaving system via stream:43% (1,064,717 ft3)
•Percent of rain trapped in soil, plants, ponds, or evaporated:57% (1,405,541 ft3)
•Peak Flow: 184 cfs
•Time from peak rain to peak flow: 5 min
•Rate of flow increase, once flow started to increase:Approx 1.5 cfs/min
Length of time it takes to return to pre-storm flow: 14 hours 6 min
Rate of flow decrease for 2 hours after peak flow:Approx 1.3 cfs/min
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5/13/10 12:00 AM 5/13/10 4:48 AM 5/13/10 9:36 AM 5/13/10 2:24 PM 5/13/10 7:12 PM 5/14/10 12:00 AM
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Rain (inches)
Glazier Flow (cfs)
Plymouth Flow (cfs)
May 13, 2010
•Inches of rain during storm: 0.62 inches
•Total amount of rain: 2,188,216 ft3
•Percent of rain leaving system via stream: :52% (1,131,702 ft3)
•Percent of rain trapped in BMPs, soil, plants, ponds, or evaporated:48% (1,056,514 ft3)
•Percent of rain trapped in 75 rainbarrels (assuming they fill completely): 0.03% (602 ft3)
•Percent of rain absorbed by Thurston Elementary Raingarden: 0.01% (191 ft3)
•Percent of rain absorbed by Briarcliff Raingarden: 0.10% (2,118 ft3)
•Peak Flow: 131 cfs
•Time from peak rain to peak flow: 1 hour, 20 min
•Rate of flow increase, once flow started to increase:Approx 1 cfs/ min
•Length of time it takes to return to pre-storm flow: 43 hours 28 min
Rate of flow decrease for 2 hours after peak flow:Approx 0.7 cfs/min
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5/7/10 12:00 AM 5/7/10 12:00 PM 5/8/10 12:00 AM 5/8/10 12:00 PM 5/9/10 12:00 AM
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3/20/03 12:00 AM 3/20/03 12:00 PM 3/21/03 12:00 AM 3/21/03 12:00 PM 3/22/03 12:00 AM
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2010
2003
Total Rain: 0.4 inches in 2 hours
(plus an additional 0.1 inches earlier in the day)
Total Rain #1 : 0.5 inches mostly within 2 hours
Peak Flow: 42 cfs
Time from peak rain to peak flow: 2 hours
Total Rain #2 : 0.42 inches mostly within 1 hours
Peak Flow: 49 cfs
Time from peak rain to peak flow: 1 hr, 24 min
Prior moisture conditions: 2003 had only minor precipitation throughout March. 2010 had a major storm (about 1 inch rain) five days prior to dates shown on graph.
Storm Comparison #2: Hydrographs
Storm Comparison #2: Water Calculations for Glazier Way study site Watershed size: 1.519 mi2
March 20, 2003
•Inches of rain during storm: 0.4 inches
•Total amount of rain: 1,411,576 ft3
•Percent of rain leaving system via stream:29% (414,465 ft3)
•Percent of rain trapped in soil, plants, ponds, or evaporated:71% (997, 111 ft3)
•Peak Flow: 82 cfs
•Time from peak rain to peak flow: 19 min
•Rate of flow increase, once flow started to increase:Approx 1.1 cfs/min
Length of time it takes to return to pre-storm flow: 48 hours
Rate of flow decrease for 2 hours after peak flow:Approx 0.6 cfs/min
May 7, 2010 (note: these numbers are for the second peak, indicating pre-existing wet conditions
•Inches of rain during storm: 0.42 inches
•Total amount of rain: 1,482,155 ft3
•Percent of rain leaving system via stream: :Difficult to determine w/ 2 rain peaks
•Percent of rain trapped in BMPs, soil, plants, ponds, or evaporated:Difficult to determine w/ 2 rain peaks
•Peak Flow: 49 cfs
•Time from peak rain to peak flow: 1 hour, 24 min
•Rate of flow increase, once flow started to increase:Approx 0.61 cfs/ min
•Length of time it takes to return to pre-storm (peak 1) flow: 48 hours
Rate of flow decrease for 2 hours after peak flow:Approx 0.26 cfs/min
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3/20/03 12:00 AM 3/20/03 12:00 PM 3/21/03 12:00 AM 3/21/03 12:00 PM 3/22/03 12:00 AM
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5/7/10 12:00 AM 5/7/10 12:00 PM 5/8/10 12:00 AM 5/8/10 12:00 PM 5/9/10 12:00 AM
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5/30/04 12:00 AM 5/30/04 12:00 PM 5/31/04 12:00 AM 5/31/04 12:00 PM 6/1/04 12:00 AM
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4/24/10 12:00 PM 4/25/10 12:00 AM 4/25/10 12:00 PM 4/26/10 12:00 AM 4/26/10 12:00 PM
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2010Total Rain: 0.40 inches in 5 hours
(first peak only)
With 0.19 inches in 1 hour.
2003Total Rain: 0.4 inches in 3 hours
(first peak only)
with 0.2 inches in 1 hour
Storm Comparison #3: Hydrographs