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Pond Report <br />Hydraflow Hydrographs by Intelisolve Monday, Oct 6 2008, 2:42 PM <br />Pond No. 1 - Berm <br />Pond Data <br />Pond storage is based on known contour areas. Average end area method used. <br />Stage / Storage Table <br />Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cult) Total storage (cuft) <br />0.00 <br />5911.00 <br />155 <br />0 <br />0 <br />2.00 <br />5913.00 <br />2,827 <br />2,982 <br />2,982 <br />Culvert / Orifice Structures <br />Weir Structures <br />[A] <br />[B] <br />[C] <br />[D] <br />[A] [B] <br />[C] <br />[D] <br />Rise (in) <br />= 0.00 <br />0.00 <br />0.00 <br />0.00 <br />Crest Len (ft) <br />= 2.00 0.00 <br />0.00 <br />0.00 <br />Span (in) <br />= 0.00 <br />0.00 <br />0.00 <br />0.00 <br />Crest El. (ft) <br />= 5911.50 0.00 <br />0.00 <br />0.00 <br />No. Barrels <br />= 0 <br />0 <br />0 <br />0 <br />Weir Coeff. <br />= 3.33 0.00 <br />0.00 <br />0.00 <br />Invert El. (ft) <br />= 0.00 <br />0.00 <br />0.00 <br />0.00 <br />Weir Type <br />= Ciplti - -- <br />- -- <br />- -- <br />Length (ft) <br />= 0.00 <br />0.00 <br />0.00 <br />0.00 <br />Multi -Stage <br />= No No <br />No <br />No <br />Slope ( %) <br />= 0.00 <br />0.00 <br />0.00 <br />0.00 <br />N -Value <br />= .000 <br />.000 <br />.000 <br />.000 <br />Orif. Coeff. <br />= 0.00 <br />0.00 <br />0.00 <br />0.00 <br />Multi -Stage <br />= n/a <br />No <br />No <br />No <br />Exfiltration = 0.000 <br />in /hr (Contour) Tailwater <br />Elev. = 0.00 ft <br />Note: Culvert/Orifice outflows have been analyzed under inlet and outlet control. <br />Stage (ft) <br />2.00 <br />1.80 <br />1.60 <br />1.40 <br />1.20 <br />1.00 <br />0.80 <br />0.60 <br />0.40 <br />0.20 <br />0 00 <br />Stage / Storage <br />0 300 <br />Storage <br />600 900 1,200 1,500 1,800 2,100 2,400 2,700 <br />Stage (ft) <br />2.00 <br />1.80 <br />1.60 <br />1.40 <br />1.20 <br />1.00 <br />0.80 <br />0.60 <br />0.40 <br />0.20 <br />0.00 <br />3,000 <br />Storage (cuft) <br />