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� .. .._.. .,..,»...___. <br /> r � . � <br /> � SUIvIlVIAR.Y OF INPUT TfEMS <br /> r1)TYPE OF FACILITY: VAULT <br /> 2)STORAGE DEPTH(ft): 6.50 <br /> 3)VERTICAL PERMEABILTI'1'(min/in): .00 <br /> f- `" <br /> q)pRIMARY DESIGN HYDROGRAPH FILENAME: M100YP et;,r .f 5 <br /> I 5)pRIMARY RELEASE RATE(cfs): .50 , 7i �?'�� <br /> � � � <br /> 6)NUMBER OF TEST HYDROGRAPHS: 2 � � <br /> TEST HYD 1 FiLENAME: M10YP TARGET RELEASE(cfs): •2� �, 0 9 ^ O•v I <br /> TEST HYD 2 FILENAME: M2YP TARGET RELEASE(cfs): .U4� <br /> 7)NUMBER-OF-ORIFICES,RISER-HEAD(ft),RISER-DIAM(in): 2, 6.50�8 2 <br /> � 8)ITERATION DISPLAY: NO <br /> ( BOTTOM ORIFICE: ENTER Q-MAX(cfs) <br /> .056 <br /> DIA= .90 INCHES ���� <br /> TOP ORIFICE: ENTER HEIGHT(ft) <br /> I_ 5.8 <br /> DIA=4.42 INCHES <br /> ( pgRFpRMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE I <br /> DESIGN HYD: 3.97 .50 .SO G.51 36272 <br /> TEST HYD 1: 2.57 .20 .20 5.90 32890 <br /> l_ TEST HYD 2: 1.62 .04 .04 3.71 20650 <br /> NOTE: Only the bypass area near Merrill Crcek Parkway was accounted for in these calculations- th <br /> �_ bypass areas are considered inconsequential as�hey drain into heavily wooded amas and wi�l not a r <br /> drainage flows to Merrill-Ring Creek. \� <br /> l ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED " <br /> STAGE HEIGHT,TO PROVIDE A FACTOR OF SAFETY. <br /> � ENTER: STORAGE-INCREASE(%), STAGE-HEIGFiT(ft) <br /> 36 6.5 <br /> IPERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE <br /> DESIGN HYD: 3.97 .50 37 6.25 47350 <br /> ( TEST HYD t: 2.57 .20 .OS 4.47 33870 <br /> � TEST HYD 2: 1.62 .04 .04 2.77 20990 <br /> The enlargement option increases the volume required to store atomt drainage inside the vault wittwut <br /> � adjusting the size or elevation of the orifices calculated above. Sx attachal Figure 1-3.1 for volmtte <br /> co�rection factor for streambank erosion control bmps' . <br /> I <br /> I <br />