Minnegang Creek Flood Study Report - Wollongong City Council

12.83; 30.14;13.88; 36.31;14.93; 41.61;15.98; 46.40;17.03; 51.18;0; Special Weir(s) ==============================0; Culvert(s) ==============================0; Q=f(t) structure(s) ==============================0; Q=Qa * f(Zb) structure(s) ==============================0; Q/H boundari(es) ==============================0; Dam Break structure(s) ==============================0; Catchment(s) ==============================0; Control Structure(s) ==============================0; User Defined structure(s) ==============================14; Culvert(s) (Q/H relations calculated) ==============================River name ; Chainage; Topo-ID;US x section; DS x section;Invert U/S; Invert D/S; Length; Manning's n; No Cul.; Valve Reg; Closed/Open4 Coefficients Pos ;;;; 4 Coefficients Neg ;;;;Shape (1:Rectangular 2:Circular 3:Irregular); Cul_Dep (= -1 if Q/h Rel not ok)Dimension array ;;;;;;;;No of irregular DimensionsDepth;Width;MINNEGAN; 0.541; EXIST;529.000; 554.000;26.820; 26.380; 23.000; 0.015; 1; 0; 0;0.50; 1.00; 0.00; 1.00; 0.50; 1.00; 0.00; 1.00;2; 1.200;1.200; 0.000; 0.000; 0.000; 0.000; 0.000; 0.000; 0.000;0;MINNEGAN; 1.971; EXIST;1960.000; 1980.000;0.650; 0.470; 19.000; 0.015; 3; 0; 0;0.50; 1.00; 0.00; 1.00; 0.50; 1.00; 0.00; 1.00;SV8507-DO-001 Rev 2 E-718/10/02