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{"sheet":"About","index":0,"n_rows":28,"n_cols":2,"rows_kept":28,"cut":false,"hidden":false,"merged":[]}
[]
[]
[null,"FlowProfile v2.0"]
[]
[null,"2015-03-02"]
[]
[null,"Hydraulic Modelling of Flow Profiles"]
[]
[null,"1D Calculation of section averaged depths and velocities through a system of channel and structure elements, based on a combination of Gradually Varied Flow and Rapidly Varied Flow calculations.  Can be used to model multi-slope culverts and constrictive bridge openings. "]
[]
[]
[]
[]
[]
[null,"Update History:"]
[null,"Apr. 7, 2009 - creation of first trial version"]
[null,"Sep 25, 2009 - fix bug in ellipse geometry routine"]
[null,"Mar 8, 2010 - fix bug in friction slope calculation using AT equation"]
[null,"Apr 16, 2010 - fix bug in normal depth calculation when max flow exceeded"]
[null,"Dec 29, 2010 - mod mean depth (\"R\") for trapezoidal channels with Y > h, add def. chan length"]
[null,"Dec 30, 2010 - add Bridge XS Plot, fix default BC input"]
[null,"Jan 4, 2011 - fix bug for Ynorm in adverse slope"]
[null,"Mar 3, 2011 - fix bug in top profile for trapezoidal channel"]
[null,"May 25, 2011 - fix bug in top profile for Full-M2 profile"]
[null,"Mar 25, 2012 - add substrate option for culverts to facilitate fish passage analysis"]
[null,"Mar 1, 2015 - change upper bound for solutions in trapezoidal channels in extreme flows"]
[null,"Mar 2, 2015 - add percent flow input to facilitate iterative analysis for multiple parallel culverts"]
[null,"Mar 2, 2015 - options moved to separate Tab (from Instructions Tab)"]

{"sheet":"Options","index":1,"n_rows":24,"n_cols":2,"rows_kept":24,"cut":false,"hidden":false,"merged":[]}
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Options"]
[]
["Loss Coefficient"]
["Contraction",0.3]
["Expansion",0.5]
[]
["Default Roughness Coefficient"]
["Arch",1.2999999999999999E-2]
["Box",1.2999999999999999E-2]
["Ellipse",2.8000000000000001E-2]
["Round",2.8000000000000001E-2]
["Trapezoid"]
[]
["#Pts per Element",31]
["Default Channel Length (m)",50]

{"sheet":"Instructions","index":2,"n_rows":9,"n_cols":3,"rows_kept":9,"cut":false,"hidden":false,"merged":[]}
[]
["Data Entry",1,"Enter options such as expansion/contraction loss coefficients and roughness coefficients on \"Options\" sheet.  Enter channel/structure geometry data on \"Input\" screen.  Enter boundary condition (Q, d/s depth) on \"Input\" sheet."]
[null,"1a","Alternatively, fill in data on the Templates sheet for a channel and a bridge or culvert, and the necessary data will be filled in on the \"Input\" sheet.  This data can be customized before running the hydraulic analysis."]
[]
["Run",2,"Click the \"Run\" button on the \"Input\" sheet to perform the hydraulic analysis and display results."]
[]
["Output",3,"A summary of the results can be seen on the \"\"Results\" sheet.  Detailed profile data can be seen on the \"Profile\" sheet.  A plot of the results can be seen on the \"Plot\" sheet."]
[]
["Multiple Parallel Culverts","Opt","Enter a % flow value for the culvert being analysed (between 0 and 100).  Note the energy grade line value (E ) at the d/s section of the u/s transition element.  Do this for all other parallel culverts at the crossing - separate analysis files.  Do again (iteratively), varying % flow for each culvert until the sum of % flow = 100 and the E value at the d/s end of the u/s transition is the same for all culverts.\n\nNote: Use 50% for 2 pipes of the same configuration (no need for iteration)"]

{"sheet":"Templates","index":3,"n_rows":9,"n_cols":31,"rows_kept":9,"cut":false,"hidden":false,"merged":[]}
[]
["Typical Channel",null,null,"Single Culvert",null,null,"Bridge"]
[]
["B",3,null,"Shape","R",null,"B",8,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"-1.5*B6/2","v":-4.5},{"$f":"B8+B5","v":101.2},null,{"$f":"AD5-H5*(B5+1)","v":-8.4},{"$f":"AE5+B5+1","v":102.2}]
["h",1.2,null,"Rise",2.4,null,"m",2,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"-1*B6/2","v":-3},{"$f":"AB4","v":101.2},null,{"$f":"-1*H4/2","v":-4},{"$f":"B8","v":100}]
["T",6,null,"Span",null,null,"W",20,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"-B4/2","v":-1.5},{"$f":"B8","v":100},null,{"$f":"-1*AD5","v":4},{"$f":"AE5","v":100}]
["S",5.0000000000000001E-3,null,"Length",32,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"-1*AA6","v":1.5},{"$f":"AB6","v":100},null,{"$f":"-1*AD4","v":8.4},{"$f":"AE4","v":102.2}]
["Elev",100,null,"Burial",{"$f":"IF(E5<4,E5/4,1)","v":0.6},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"-1*AA5","v":3},{"$f":"AB5","v":101.2}]
[null,null,null,"Ltrans",12,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"-1*AA4","v":4.5},{"$f":"AB8","v":101.2}]

{"sheet":"Input","index":5,"n_rows":15,"n_cols":14,"rows_kept":15,"cut":false,"hidden":false,"merged":[]}
[null,"Boundary Conditions"]
[null,"Q (cms)",8]
[null,"D/S BC Type"]
[]
["No.","Section Description","U/S Elev","D/S Elev","Length","Shape","Rise / h","Span / B","T","n","Substrate","n used","S","% Flow"]
[1,"D/S Channel",100,99.75,50,"T",1.2,3,6,null,null,5.4999999701976776E-2,{"$f":"IF(C6<>\"\",(C6-D6)/E6,\"\")","v":5.0000000000000001E-3}]
[2,"D/S Transition",99.460000000000008,100,12,"T",1.2,3,6,0.05,null,5.000000074505806E-2,-4.4999999999999339E-2]
[3,"Culvert",99.62,99.460000000000008,32,"R",2.4,null,null,null,null,2.8000000864267349E-2,4.9999999999998934E-3,100]
[4,"U/S Transition",100.28,99.62,12,"T",1.2,3,6,0.05,null,5.000000074505806E-2,5.4999999999999716E-2]
[5,"U/S Channel",100.53,100.28,50,"T",1.2,3,6,null,null,5.4999999701976776E-2,5.0000000000000001E-3]
[null,null,null,null,null,null,null,null,null,null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,""]
[null,null,null,null,null,null,null,null,null,null,null,null,""]

{"sheet":"Results","index":6,"n_rows":7,"n_cols":11,"rows_kept":7,"cut":false,"hidden":false,"merged":[[0,5,0,7],[0,8,0,10]]}
[null,null,null,null,null,"U/S",null,null,"D/S"]
["Element","Description","Yn","Yc","Profile","Y","V","E","Y","V","E"]
[1,"D/S Channel",1.3679888248443604,0.79933309555053711,"Normal",1.3679888248443604,1.2484525442123413,101.44746398925781,1.3679888248443604,1.2484525442123413,101.19746398925781]
[2,"D/S Transition",0,0.79933309555053711,"A2",1.9776502847671509,0.79476243257522583,101.46985626220703,1.3682754039764404,1.2481176853179932,101.44770812988281]
[3,"Culvert",1.9340524673461914,1.2991893291473389,"M2",1.8519196510314941,2.1357424259185791,101.70450592041016,1.8170757293701172,2.1769917011260986,101.51873016357422]
[4,"U/S Transition",0.69031685590744019,0.79933309555053711,"S1",1.3991481065750122,1.2130606174468994,101.75418090820312,2.085881233215332,0.74659687280654907,101.73430633544922]
[5,"U/S Channel",1.3679888248443604,0.79933309555053711,"M1",1.3874859809875488,1.226069450378418,101.99413299560547,1.3992607593536377,1.2129364013671875,101.75428009033203]

{"sheet":"Profile","index":7,"n_rows":157,"n_cols":9,"rows_kept":157,"cut":false,"hidden":false,"merged":[]}
["Element","Station","X","Y","V","Invert","Crown","WL","EGL"]
[null,"(m)","(m)","(m)","(m/s)","(m)","(m)","(m)","(m)"]
[1,0,0,1.3679888248443604,1.2484525442123413,99.75,100.94999694824219,101.11798858642578,101.19746398925781]
[1,1.6666666269302368,1.6666666269302368,1.3679888248443604,1.2484525442123413,99.758331298828125,100.95833587646484,101.12631988525391,101.20579528808594]
[1,3.3333332538604736,3.3333332538604736,1.3679888248443604,1.2484525442123413,99.766670227050781,100.96666717529297,101.13465881347656,101.21413421630859]
[1,5,5,1.3679888248443604,1.2484525442123413,99.775001525878906,100.97499847412109,101.14299011230469,101.22246551513672]
[1,6.6666665077209473,6.6666665077209473,1.3679888248443604,1.2484525442123413,99.783332824707031,100.98332977294922,101.15132141113281,101.23079681396484]
[1,8.3333330154418945,8.3333330154418945,1.3679888248443604,1.2484525442123413,99.791664123535156,100.99166870117187,101.15965270996094,101.23912811279297]
[1,10,10,1.3679888248443604,1.2484525442123413,99.800003051757813,101,101.16799163818359,101.24746704101562]
[1,11.666666984558105,11.666666984558105,1.3679888248443604,1.2484525442123413,99.808334350585937,101.00833129882812,101.17632293701172,101.25579833984375]
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[1,15,15,1.3679888248443604,1.2484525442123413,99.824996948242188,101.02500152587891,101.19298553466797,101.2724609375]
[1,16.666666030883789,16.666666030883789,1.3679888248443604,1.2484525442123413,99.833335876464844,101.03333282470703,101.20132446289062,101.28079986572266]
[1,18.333333969116211,18.333333969116211,1.3679888248443604,1.2484525442123413,99.841667175292969,101.04166412353516,101.20965576171875,101.28913116455078]
[1,20,20,1.3679888248443604,1.2484525442123413,99.849998474121094,101.05000305175781,101.21798706054687,101.29746246337891]
[1,21.666666030883789,21.666666030883789,1.3679888248443604,1.2484525442123413,99.858329772949219,101.05833435058594,101.226318359375,101.30579376220703]
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[1,25,25,1.3679888248443604,1.2484525442123413,99.875,101.07499694824219,101.24298858642578,101.32246398925781]
[1,26.666666030883789,26.666666030883789,1.3679888248443604,1.2484525442123413,99.883331298828125,101.08333587646484,101.25131988525391,101.33079528808594]
[1,28.333333969116211,28.333333969116211,1.3679888248443604,1.2484525442123413,99.891670227050781,101.09166717529297,101.25965881347656,101.33913421630859]
[1,30,30,1.3679888248443604,1.2484525442123413,99.900001525878906,101.09999847412109,101.26799011230469,101.34746551513672]
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[3,62,0,1.8170757293701172,2.1769917011260986,99.459999084472656,101.86000061035156,101.27707672119141,101.51873016357422]
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