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� " Beginning Calculation Cycle '--- ��v <br />Discharge: 0.26 cfs at node I-1 <br />Discharge: 0.06 cfs at node I-2 <br />Discharge: 0.10 cfs at node I-3 <br />Discharge: 0.41 cfs at node J-1 <br />Discharge: 0.04 cfs at node I-4 <br />Discharge: 0.06 cfs at node I-9 <br />Discharge: 0.51 cfs at node J-2 <br />Discharge: 0.07 cfs at node Z-5 <br />Discharge: 0.57 cfs at node J-4 <br />Discharge: 0.57 cfs at node Outlet <br />Beginning iteration 1 <br />Discharge: 0.26 cfs at node I-1 <br />Discharge: 0.06 cfs at node I-2 <br />Discharge: 0.10 cfs at node I-3 <br />Discharge: 0.41 cfs at node J-1 <br />Discharge: 0.04 cfs at node I-4 <br />Discharge: 0.06 cfs at node I-9 <br />Discharge: 0.51 cfs at node J-2 <br />Discharge: 0.07 cfs at node I-5 <br />Discharge: 0.57 cfs at node J-4 <br />Discharge: 0.56 cfs at node Outlet <br />Compieted iteration 1 <br />Current discharge convergence relative error: 0.12174059e-1 <br />Target discharge convergence relative error: 0.001 <br />Beginning iteration 2 <br />Discharge: 0.26 cfs at node I-1 <br />Discharge: 0.06 cfs at node I-2 <br />Discharge: 0.10 cfs at node I-3 <br />Discharge: 0.41 cfs at node J-1 <br />Discharge: 0.04 cfs at node I-4 <br />Discharge: 0.06 cfs at node I-9 <br />Discharge: 0.51 efs at node J-2 <br />Discharge: 0.07 cfs at node I-5 <br />Discharge: 0.57 cfs at node J-4 <br />Discharge: 0.56 cfs at node Outlet <br />Discharge Convergence Achieved in 2 iterations: relative error: <br />0.97518307e-4 <br />t* Warning: Design constraints not met. <br />Violation: P-5 does not meet minimum velocity constraint. ���N ���� <br />Violation: P-12 does not meet minimum velocity constraint. ,\ p <br />Violation: P-3 does not meet minimum velocity constraint. r� �� <br />Violation: P-2 does not meet minimum cover constraint at_upstream_end. �Co� <br />--------------------- Calculations Complete ------------ �/ <br />+* Analysis Options ** <br />Friction method: Manning's Formula <br />HGL Convergence Test: `0.001000 <br />Maximum Network Traversals: 5 <br />Number of Pipe Profile Steps: 5 <br />Discharge Convergence Test: 0.001000 <br />Maximum Design Passes: 3 <br />----------------- Network 4uick View ------------------------ <br />Aydraulic Grade <br />Label � Length � Size � Discharge I Upstream � Downstr�:am <br />P-1 37.00 6 inch 0.26 197.01 196.70 <br />Projed Title: Slerley Develapment -#12 Everett Mall Way ProJed Engineer. Rick Heide. P.E. <br />untitled.stm Design Build Services, Inc. StortnCAD v1.0 <br />08/19197 04:38:20 PM Haestad Methods, Inc. 37 brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 2 <br />