{"text_format":"1","workbook":"xlsx","n_sheets":12,"sheets":["About","Options","Instructions","Templates","Input","Results","Profile","Plot","V Plot","Bridge XS","Plot Data","Temp"],"not_rendered":{"charts":8,"images":3,"macros":1,"external_links":0,"defined_names":0,"comments":3,"pivot_tables":0},"unopened":[{"sheet":"Plot","index":7,"reason":"not_a_worksheet"},{"sheet":"V Plot","index":8,"reason":"not_a_worksheet"},{"sheet":"Bridge XS","index":9,"reason":"not_a_worksheet"}],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"About","index":0,"n_rows":25,"n_cols":2,"rows_kept":25,"cut":false,"hidden":false,"merged":[]}
[]
[]
[null,"FlowProfile v2022"]
[]
[null,"2022-03-02"]
[]
[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)"]
[null,"Dec 21, 2021 - added low flow warning, and max substrate height warning"]
[null,"Feb 28, 2022 - increased max number of sections to 20"]

{"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":27,"n_cols":31,"rows_kept":27,"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":1001.5},null,{"$f":"AD5-H5*(B5+1)","v":-9},{"$f":"AE5+B5+1","v":1002.5}]
["h",1.5,null,"Rise",2.2000000000000002,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":1001.5},null,{"$f":"-1*H4/2","v":-4},{"$f":"B8","v":1000}]
["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":1000},null,{"$f":"-1*AD5","v":4},{"$f":"AE5","v":1000}]
["S",0.01,null,"Length",37,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":1000},null,{"$f":"-1*AD4","v":9},{"$f":"AE4","v":1002.5}]
["Elev",1000,null,"Burial",0,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":1001.5}]
[null,null,null,"Ltrans",0.1,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":1001.5}]
[]
[]
[]
["Channel Capacity Calculator"]
[null,null,null,null,"h","Ycc","Yspec","Q2",null,"Yfpd Calc","Yfpd"]
["S",0.04,null,"Y",{"$f":"B17","v":0.8},{"$f":"IF(B17>2,B17+1,IF(B17<1,B17+0.5,B17+0.5*B17))","v":1.3},0.2,null,null,{"$f":"0.8-(34.3*B15)","v":-0.57199999999999984},{"$f":"IF(J15<0,0.2,J15)","v":0.2},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(C17<4,0.05,IF(C17<7,0.045,IF(C17<10,0.04,\"AT\")))","v":0.05}]
["B",1,null,"A",{"$f":"(B16+B18)/2*B17","v":1.6},{"$f":"E16+(F15-E15)*B18","v":3.1},{"$f":"IF(G15<B17,((B16+G15/B17*(B18-B16))+B16)/2*G15,E16+B18*(G15-B17))","v":0.25},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(C16<=0.0005,C17>=8),-0.005,IF(AND(C16>=0.005,C16<0.015),0.005,IF(C16>0.015,0.01,0)))","v":0}]
["h",0.8,null,"d",{"$f":"IF(B19=\"\",E16/B18,E16/(B16+2*(((B18-B16)/2)^2+B17^2)^0.5))","v":0.44928048776205454},{"$f":"E17+(F15-E15)","v":0.94928048776205454},{"$f":"IF(B19=\"\", IF(G15<B17,G16/(B16+G15/B17*(B18-B16)),E17+(G15-B17)),IF(G15<B17,G16/(B16+2*(((G15/B17*(B18-B16))/2)^2+G15^2)^0.5),E17+(G15-B17)))","v":0.15240998993928606},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AB15+AB16","v":0.05}]
["Th",3,null,"V",{"$f":"IF(B19=\"\",14*E17^0.67*B15^0.4,1/B19*E17^0.667*B15^0.5)","v":1.95482532262957},{"$f":"IF(B19=\"\",14*F17^0.67*B15^0.4,1/B19*F17^0.667*B15^0.5)","v":3.2195925434207155},{"$f":"IF(B19=\"\",14*G17^0.67*B15^0.4,1/B19*G17^0.667*B15^0.5)","v":0.95049252557024744}]
["Roughness",0.06,null,"Q",{"$f":"E18*E16","v":3.1277205162073121},{"$f":"F18*F16","v":9.9807368846042177},{"$f":"G18*G16","v":0.23762313139256186},{"$f":"IF(B15<0.01,B23/(4+600*B15),B23/10)","v":1}]
["HDG 'n'",{"$f":"IF(B16<10,Z16,\"\")","v":0}]
[]
["Summary"]
["Qdes",10,"Qfpd",0.2]
["Vdes",3.2,"Vfpd",1]
["Ydes",1.3,"Yfpd",0.2]
[]
["Welcome to SPOT (fishprotectiontools.ca)"]

{"sheet":"Input","index":4,"n_rows":15,"n_cols":14,"rows_kept":15,"cut":false,"hidden":false,"merged":[]}
[null,"Boundary Conditions"]
[null,"Q (cms)",0.5]
[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",1000,999.5,50,"T",1.5,3,6,null,null,5.4999999701976776E-2,{"$f":"IF(C6<>\"\",(C6-D6)/E6,\"\")","v":0.01}]
[2,"D/S Transition",1000.001,1000,0.1,"T",1.5,3,6,0.05,null,5.000000074505806E-2,9.9999999997635314E-3]
[3,"Culvert",1000.371,1000.001,37,"R",2.2000000000000002,null,null,null,null,2.8000000864267349E-2,1.0000000000000123E-2,100]
[4,"U/S Transition",1000.372,1000.371,0.1,"T",1.5,3,6,0.05,null,5.000000074505806E-2,9.9999999997635314E-3]
[5,"U/S Channel",1000.872,1000.372,50,"T",1.5,3,6,null,null,5.4999999701976776E-2,0.01]
[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":5,"n_rows":7,"n_cols":25,"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",null,null,null,null,null,null,null,null,null,"Summary","Qdes",{"$f":"Templates!B23","v":10},"Qfpd",{"$f":"Templates!D23","v":0.2}]
[1,"D/S Channel",0.23981945216655731,0.13943694531917572,"Normal",0.23981945216655731,0.64352405071258545,1000.2609252929688,0.23981945216655731,0.64352405071258545,999.76092529296875,null,null,null,null,null,null,null,null,null,null,"Vdes",{"$f":"Templates!B24","v":3.2},"Vfpd",{"$f":"Templates!D24","v":1}]
[2,"D/S Transition",0.22800970077514648,0.13943694531917572,"M1",0.22800970077514648,0.67933166027069092,1000.2525024414063,0.239985391497612,0.64304614067077637,1000.2610473632813,null,null,null,null,null,null,null,null,null,null,"Ydes",{"$f":"Templates!B25","v":1.3},"Yfpd",{"$f":"Templates!D25","v":0.2}]
[3,"Culvert",0.35004487633705139,0.31936109066009521,"Normal-M2",0.35004487633705139,1.283900260925293,1000.8050537109375,0.31936109066009521,1.4664689302444458,1000.4299926757813]
[4,"U/S Transition",0.22374507784843445,0.13943694531917572,"M1",0.43016624450683594,0.33885860443115234,1000.8080444335938,0.442635178565979,0.32812029123306274,1000.819091796875]
[5,"U/S Channel",0.23981945216655731,0.13943694531917572,"M1",0.23981945216655731,0.64352405071258545,1001.1329345703125,0.43021219968795776,0.33881783485412598,1000.80810546875]

{"sheet":"Profile","index":6,"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)"]
[1,0,0,0.23981945216655731,0.64352405071258545,999.5,1001,999.73980712890625,999.76092529296875]
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[1,3.3333332538604736,3.3333332538604736,0.23981945216655731,0.64352405071258545,999.5333251953125,1001.0333251953125,999.77313232421875,999.79425048828125]
[1,5,5,0.23981945216655731,0.64352405071258545,999.54998779296875,1001.0499877929688,999.789794921875,999.8109130859375]
[1,6.6666665077209473,6.6666665077209473,0.23981945216655731,0.64352405071258545,999.566650390625,1001.066650390625,999.80645751953125,999.82757568359375]
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[1,10,10,0.23981945216655731,0.64352405071258545,999.5999755859375,1001.0999755859375,999.83984375,999.8609619140625]
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[1,40,40,0.23981945216655731,0.64352405071258545,999.9000244140625,1001.4000244140625,1000.1398315429688,1000.1609497070313]
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