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i <br /> ( Worksheet for P-2 <br /> I <br /> Project Description <br /> IFriction Method I�lanning Formula <br /> Solve For Normal Depth <br /> I Input Data <br /> Roughness Coefficient 0.010 <br /> Channel5lope 0.2753D (t/ft <br /> I Diameter 0.67 ft <br /> � Dischargc 1.3� (t3/s <br /> I Results <br /> Normal Deplh O.li3 (t <br /> Flow Arca 0.08 It� <br /> I Welted Perimeter OJ4 ft <br /> Top Width 0.60 R <br /> Critical Depth 0.55 ft <br /> I Percent Full 27.6 °/u <br /> Cri[ical Slope 0.00795 R/ft <br /> veioati v.so r�s <br /> I Velocity Head q.76 ft <br /> Specific Energy q.95 ft <br /> Froude Number 8.49 <br /> � Piaximum Discharge 8.98 R�/s <br /> Discharge Full 8.35 ft3/s <br /> Slope Fuli 0.00756 R/ft <br /> ( Flaw Type SuperCrilical <br /> ! GVF Input Dafa <br /> � <br /> I <br /> I <br /> I <br /> � <br /> � <br /> � <br /> � <br /> � <br /> I Slormwater Site Plan 0 Q OO <br /> Evere[t Community College . <br /> Topper Parking Lo[ 6 <br /> 208221.10 <br /> I � <br />