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{"sheet":"READ ME","index":0,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":false,"merged":[]}

{"sheet":"SBTM","index":1,"n_rows":41,"n_cols":16,"rows_kept":41,"cut":false,"hidden":false,"merged":[[18,9,18,12],[19,9,19,11]]}
["SBTM - calculate transport rate and transport grain size from"]
[null,"specified shear velocity and bed surface grain size"]
["RULES, CONVENTIONS, AND UNITS"]
["1. Cells for input data are highlighted in GREEN, cells for output data are ORANGE"]
["2. Grain-diameters must be in millimeters (mm)"]
["3. Cumulative percentiles, not fractions, are used"]
["4. Cumulative grain-size distribution percentiles must span from 0 to 100 %"]
["5. Shear velocity must be in meters-per-second (m/s)"]
["6. The 0 and 100 % must be EXACTLY 0 and 100"]
["INSTRUCTIONS"]
["1. In table below, enter grain size and cumulative % in order of decreasing grain size"]
["2. Enter your bed shear velocity"]
["3. Check input for errors, press Enter, and then click once on the Run SBTM button"]
[]
["Parameter","Value","Description","Units"]
["u*",0.2,"Bed shear velocity","m/s",null,null,null,null,null,"This worksheet calculates transport rates per unit width in units of m2/s"]
["qT",6.6866563950722857E-4,"Total transport rate","m2/s",null,null,null,null,null,"    (m3 of solid sediment per m of channel width per s = m2/s)"]
[null,null,null,null,null,null,null,null,null,"as a function of shear velocity in units of m/s. Here are some convenient unit conversions."]
["D (mm)","Surface CDF GSD (% Finer)","Transport CDF GSD (% Finer)",null,"Statistic","Surface GSD","Transport GSD","Units",null,"Handy Conversion Table",null,null,null,"Input"]
[64,100,100,100,"Dmin",0.17677669529663687,0.17677669529663687,"mm",null,"From",null,null,"To","Output"]
[45.25,77.308494327645079,89.55500636570612,98.987483250210275,"Dmax",64,64,"mm",null,null,null,"Shear Stress","Shear Velocity",1000,"kg/m3","Water density r (typical = 1000)"]
[32,57.011699070330351,74.035943085194461,96.883761476590337,"D50",28.312106482774187,20.926111607360092,"mm",null,null,null,"(Pa)","(m/s)",2650,"kg/m3","Sediment density rs (typical = quartz = 2650)"]
[22.63,37.172247841536915,53.955490485684543,93.134339168392046,"Dg",19.593992139972574,11.675382544404821,"mm",null,null,null,49.05,{"$f":"SQRT(L23/N21)","v":0.22147234590350101}]
[16,22.358209395833065,36.437063708237993,89.824484446405108,"sg",1.818957842117064,2.2212255376244938,"f/y-units",null,null,"Depth","Slope","Shear Velocity"]
[11.31,16.15183884004421,28.366161177843068,84.850898426121688,"Fs",9.4810933899475636,18.566871543720168,"%",null,null,"(m)",null,"(m/s)"]
[8,13.407832320057114,24.552762342118786,79.427709497389557,null,null,null,null,null,null,0.5,0.01,{"$f":"SQRT(9.81*K26*L26)","v":0.22147234590350101}]
[5.66,11.416946347405158,21.635659155823191,72.027029483715069,null,null,null,null,null,null,"Depth","Slope","Shear Velocity"]
[4,10.50345868551242,20.233308385293455,66.273530380330882,null,null,null,null,null,null,"(ft)",null,"(m/s)"]
[2.83,9.8711871424250752,19.219390045777811,53.045360114235059,null,null,null,null,null,null,1.64,0.01,{"$f":"SQRT(9.81*K29*0.3048*L29)","v":0.22144399562869163}]
[2,9.4810933899475636,18.566871543720168,34.566993721640699,null,null,null,null,null,null,null,"Transport Rate","Unit Transport Rate"]
[1.4,8.7588038823439902,17.306742669128734,27.067016823249261,null,null,null,null,null,null,null,"(kg/m/s)","(m2/s)"]
[1,7.5860110803619891,15.175075806452195,23.278934103751418,null,null,null,null,null,null,null,1,{"$f":"L32/N22","v":3.7735849056603772E-4},"For bed-material load in kg/m/s, 0.2 is respectable, 1.0 is a big number, 5 is getting really big"]
[0.70699999999999996,5.4053349169010172,11.049873451190354,20.723857437011542,null,null,null,null,null,null,"Transport Rate","Channel Width","Unit Transport Rate"]
[0.5,3.0884517076483275,6.4878154361124158,0,null,null,null,null,null,null,"(kg/hr)","(m)","(m2/s)"]
[0.35,1.4727888064314341,3.1764203859911846,null,null,null,null,null,null,null,10,10,{"$f":"K35/N22/3600/L35","v":1.0482180293501048E-7}]
[0.25,0.46893579637411364,1.0374521357405371,null,null,null,null,null,null,null,"Transport Rate","Channel Width","Unit Transport Rate"]
[0.17677669529663687,0,0,null,null,null,null,null,null,null,"(tons/day)","(ft)","(m2/s)"]
[null,null,null,null,null,null,null,null,null,null,10,10,{"$f":"K38*2000/2.2/N22/L38/0.3048/24/3600","v":1.3026649732438865E-5},"where ton = 2000 lb or 909 kg of sediment"]
[null,null,null,null,null,null,null,null,null,"Transport Rate","Water Discharge","Channel Width","Unit Transport Rate"]
[null,null,null,null,null,null,null,null,null,"(mg/L)","(m3/s)","(m)","(m2/s)"]
[null,null,null,null,null,null,null,null,null,1000,5,10,{"$f":"J41*K41/L41/1000/1000/2650*1000","v":1.8867924528301886E-4}]

{"sheet":"iSBTM","index":2,"n_rows":42,"n_cols":14,"rows_kept":42,"cut":false,"hidden":false,"merged":[[36,5,36,7],[37,5,37,7],[38,5,38,7],[19,9,19,12],[20,9,20,11]]}
["iSBTM - calculate bed surface grain size and bed shear velocity from"]
[null,"specified transport rate and transport grain size"]
["RULES, CONVENTIONS, AND UNITS"]
["1. Cells for input data are highlighted in GREEN, cells for output data are ORANGE"]
["2. Grain-diameters must be in millimeters (mm)"]
["3. Cumulative percentiles, not fractions, are used"]
["4. Cumulative grain-size distribution percentiles must span from 0 to 100 %"]
["5. Total transport rate must be in square-meters-per-second (m2/s)"]
["6. The 0 and 100 % must be EXACTLY 0 and 100"]
["INSTRUCTIONS"]
["1. In table below, enter grain size and cumulative % in order of decreasing grain size"]
["2. Enter your total transport rate"]
["3. Check input for errors, press Enter, and then click once on the Run iSBTM button"]
[]
["Parameter","Value","Description","Units"]
["u*",0.20000000000733731,"Bed shear velocity","m/s",null,null,null,null,null,"This worksheet calculates shear velocity in units of m/s"]
["qT",6.6866563950722857E-4,"Total transport rate","m2/s",null,null,null,null,null,"as a function of transport rates per unit width in units of m2/s"]
[null,null,null,null,null,null,null,null,null,"    (m3 of solid sediment per m of channel width per s = m2/s)"]
["D (mm)","Surface CDF GSD (% Finer)","Transport CDF GSD (% Finer)",null,"Statistic","Surface GSD","Transport GSD","Units",null,"Here are some convenient unit conversions."]
[64,100,100,null,"Dmin",0.17677669529663687,0.17677669529663687,"mm",null,"Handy Conversion Table",null,null,null,"Input"]
[45.25,77.308494054171618,89.55500636570612,null,"Dmax",64,64,"mm",null,"From",null,null,"To","Output"]
[32,57.011698740481592,74.035943085194461,null,"D50",28.312106633274436,20.926111607360092,"mm",null,null,null,"Shear Stress","Shear Velocity",1000]
[22.63,37.172247583699551,53.955490485684543,null,"Dg",19.593992248360344,11.675382544404821,"mm",null,null,null,"(Pa)","(m/s)",2650]
[16,22.358209238036466,36.437063708237993,null,"sg",1.8189578397552795,2.2212255376244938,"f/y-units",null,null,null,49.05,{"$f":"SQRT(L24/N22)","v":0.22147234590350101}]
[11.31,16.151838731924915,28.366161177843068,null,"Fs",9.481093336174192,18.566871543720168,"%",null,null,"Depth","Slope","Shear Velocity"]
[8,13.407832234853419,24.552762342118786,null,"Armor Ratio (D50surf / D50transport)",{"$f":"F22/G22","v":1.3529559224617991},null,null,null,null,"(m)",null,"(m/s)"]
[5.66,11.416946278676928,21.635659155823191,null,"Convergence Stuff","Value","Units",null,null,null,0.5,0.01,{"$f":"SQRT(9.81*K27*L27)","v":0.22147234590350101}]
[4,10.503458624092902,20.233308385293455,null,"Maximum allowed iterations",200,"#",null,null,null,"Depth","Slope","Shear Velocity"]
[2.83,9.8711870858323021,19.219390045777811,null,"Number of iterations",11,"#",null,null,null,"(ft)",null,"(m/s)"]
[2,9.481093336174192,18.566871543720168,null,"Convergence tolerance",5.0000000000000002E-5,"%",null,null,null,1.64,0.01,{"$f":"SQRT(9.81*K30*0.3048*L30)","v":0.22144399562869163}]
[1.4,8.7588038334837464,17.306742669128734,null,"Relative difference in surface Dg at convergence",5.0261754580560591E-7,"%",null,null,null,null,"Transport Rate","Unit Transport Rate"]
[1,7.5860110389903435,15.175075806452195,null,"Max abs error for any fraction at convergence",1.1899512291080327E-5,"%",null,null,null,null,"(kg/m/s)","(m2/s)"]
[0.70699999999999996,5.4053348885776611,11.049873451190354,null,"Max abs error surface sand fraction at convergence",2.9896085607106215E-12,"%",null,null,null,null,1,{"$f":"L33/N23","v":3.7735849056603772E-4},"For bed-material load in kg/m/s, 0.2 is respectable, 1.0 is a big number, 5 is getting really big"]
[0.5,3.0884516922742731,6.4878154361124158,null,"Relative difference in u* at convergence",5.0261754580560591E-7,"%",null,null,null,"Transport Rate","Channel Width","Unit Transport Rate"]
[0.35,1.4727887994652753,3.1764203859911846,null,"Relative difference in qT at convergence",5.637333189252404E-7,"%",null,null,null,"(kg/hr)","(m)","(m2/s)"]
[0.25,0.46893579426618581,1.0374521357405371,null,null,null,null,null,null,null,10,10,{"$f":"K36/N23/3600/L36","v":1.0482180293501048E-7}]
[0.17677669529663687,0,0,null,"Issue","Warnings",null,null,null,null,"Transport Rate","Channel Width","Unit Transport Rate"]
[null,null,null,null,"Singular Jacobian matrix","No problems",null,null,null,null,"(tons/day)","(ft)","(m2/s)"]
[null,null,null,null,"Convergence","Convergence attained, have a nice day",null,null,null,null,10,10,{"$f":"K39*2000/2.2/N23/L39/0.3048/24/3600","v":1.3026649732438865E-5},"where ton = 2000 lb or 909 kg of sediment"]
[null,null,null,null,null,null,null,null,null,"Transport Rate","Water Discharge","Channel Width","Unit Transport Rate"]
[null,null,null,null,null,null,null,null,null,"(mg/L)","(m3/s)","(m)","(m2/s)"]
[null,null,null,null,null,null,null,null,null,1000,5,10,{"$f":"J42*K42/L42/1000/1000/2650*1000","v":1.8867924528301886E-4}]

{"sheet":"STAB","index":3,"n_rows":37,"n_cols":15,"rows_kept":37,"cut":false,"hidden":false,"merged":[[4,9,4,11],[5,9,5,10]]}
["CHANNEL STABILITY DIAGRAM FOR GRAVEL-BED RIVERS  - INPUT WORKSHEET",null,null,null,null,"For the input entered below, here are max and min values of "]
["RULES, CONVENTIONS, AND UNITS",null,null,null,null,null,"water discharge per unit width",null,null,"This worksheet uses as input water discharge in m3/s"]
["1. Cells for input data are highlighted in GREEN",null,null,null,null,"Maximum q","Minimum q",null,null,"and transport rates in units of m3/s (m3 of solid sediment per s)"]
["2. Grain-diameters must be in millimeters (mm)",null,null,null,null,{"$f":"B16/B20","v":4},{"$f":"B16/B21","v":0.66666666666666663},"Case 1",null,"Here are some convenient unit conversions."]
["3. Cumulative percentiles, not fractions, are used",null,null,null,null,{"$f":"B18/B20","v":7},{"$f":"B18/B21","v":1.1666666666666667},"Case 2",null,"Handy Conversion Table",null,null,"Input"]
["4. Cumulative grain-size distribution percentiles must span from 0 to 100 %",null,null,null,null,null,null,null,null,"From",null,"To","Output"]
["5.  The 0 and 100 % must be EXACTLY 0 and 100",null,null,null,null,"For the input entered below, here are max and min values of ",null,null,null,null,"Water Discharge","Water Discharge",1000,"kg/m3","Water density r (typical = 1000)"]
["INSTRUCTIONS",null,null,null,null,null,"sediment transport rate per unit width",null,null,null,"(ft3/s)","(m3/s)",2650,"kg/m3","Sediment density rs (typical = quartz = 2650)"]
["1. In first table below, enter water discharge and sediment supply rate in units of m3/s",null,null,null,null,"Maximum qs","Minimum qs",null,null,null,1000,{"$f":"K9*(0.3048)^3","v":28.316846592000005}]
[null,"and the minimum and maximum channel widths to be evaluated",null,null,null,{"$f":"2650*B17/B20","v":5.3000000000000005E-2},{"$f":"2650*B17/B21","v":8.8333333333333337E-3},"Case 1",null,"Transport Rate","Channel Width","Transport Rate"]
["2. In second table below, enter grain size and cumulative % in order of decreasing grain size",null,null,null,null,{"$f":"2650*B19/B20","v":0.21200000000000002},{"$f":"2650*B19/B21","v":3.5333333333333335E-2},"Case 2",null,"(kg/m/s)","(m)","(m3/s)"]
["3.  In cells to right, enter side slope angle z and side slope roughness ns",null,null,null,null,{"$f":"SQRT(1+z^2)","v":1.4142135623730951},"root",null,null,1,10,{"$f":"J12/M8*K12","v":3.7735849056603774E-3},"For bed-material load in kg/m/s, 0.2 is respectable, 1.0 is a big number, 5 is getting really big"]
["4. Check input for errors and then click once on the Run STAB button",null,null,null,null,"this cell intentionally left blank",null,null,null,null,"Transport Rate","Transport Rate"]
["5. Results appear on Worksheet \"STAB OUTPUT\"",null,null,null,null,null,null,null,null,null,"(kg/hr)","(m3/s)"]
["Parameter","Value","Description","Units","Parameter","Value","Description","Units",null,null,10,{"$f":"K15/M8/3600","v":1.0482180293501048E-6}]
["Q1",20,"Case 1 water discharge","m3/s","z",1,"side slope z:1 H:V",0,null,null,"Transport Rate","Transport Rate"]
["QT1",1E-4,"Case 1 sediment supply rate","m3/s","ns",0.08,"side slope roughness","#&%@$",null,null,"(tons/day)","(m3/s)"]
["Q2",35,"Case 2 water discharge","m3/s",null,null,null,null,null,null,10,{"$f":"K18*2000/2.2/M8/24/3600","v":3.9705228384473666E-5},"where ton = 2000 lb or 909 kg of sediment"]
["QT2",4.0000000000000002E-4,"Case 2 sediment supply rate","m3/s",null,null,null,null,null,"Transport Rate","Water Discharge","Transport Rate"]
["bmin",5,"Minimum bottom width","m",null,null,null,null,null,"(mg/L)","(m3/s)","(m3/s)"]
["bmax",30,"Maximum bottom width","m",null,null,null,null,null,1000,5,{"$f":"J21*K21/1000/1000/2650*1000","v":1.8867924528301887E-3}]
[]
["D (mm)","Case 1 Transport Grain Size (% Finer)","Case 2 Transport Grain Size (% Finer)"]
[45.25483399593903,100,100]
[31.999999999999989,98.461538461538467,98.461538461538467]
[22.627416997969512,82.115384615384613,82.115384615384613]
[15.999999999999993,65.769230769230774,65.769230769230774,null,"Statistic","FIRST Transport GSD","SECOND Transport GSD","Units"]
[11.313708498984754,59.03846153846154,59.03846153846154,null,"Dmin",0.25,0.25,"mm"]
[7.9999999999999947,54.230769230769234,54.230769230769234,null,"Dmax",45.25483399593903,45.25483399593903,"mm"]
[5.6568542494923761,50.961538461538467,50.961538461538467,null,"D50",5.0396841995794865,5.0396841995794865,"mm"]
[3.9999999999999969,48.07692307692308,48.07692307692308,null,"Dg",4.1631983855145211,4.1631983855145211,"mm"]
[2.8284271247461876,43.269230769230774,43.269230769230774,null,"sg",2.2994644990189608,2.2994644990189608,"f/y-units"]
[1.9999999999999982,37.500000000000007,37.500000000000007,null,"Fs",37.500000000000021,37.500000000000021,"%"]
[1.4142135623730936,31.730769230769237,31.730769230769237]
[0.99999999999999889,26.92307692307693,26.92307692307693]
[0.5,13.461538461538469,13.461538461538469]
[0.25,0,0]

{"sheet":"STAB OUTPUT","index":4,"n_rows":22,"n_cols":18,"rows_kept":22,"cut":false,"hidden":false,"merged":[]}
["Channel Stability chart developed using inverse calculation of the Wilcock & Crowe (2003) transport relation.  ",null,null,null,null,null,null,null,null,null,null,"z",{"$f":"z","v":1},"side slope z:1 H:V",null,"ns",{"$f":"ns","v":0.08},"side slope roughness"]
["1. CHANNEL STABILITY DIAGRAM",null,null,null,null,null,null,null,null,null,null,"2. THRESHOLD CHECK - SLOPE AS FN(SEDIMENT SUPPLY RATE) AT MEAN WIDTH"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"'STAB plot DATA'!A28","v":17.5},{"$f":"Qone/('STAB plot DATA'!A28*'STAB plot DATA'!F28)","v":1.3433559633108747},{"$f":"QTone/'STAB plot DATA'!A28*2650","v":1.5142857142857144E-2}]
[null,null,null,null,null,null,null,null,null,null,null,"3. GRAIN-SIZE DISTRIBUTIONS",null,null,{"$f":"'STAB plot DATA'!A28","v":17.5},{"$f":"Qtwo/('STAB plot DATA'!A28*'STAB plot DATA'!N28)","v":1.5415530239921658},{"$f":"QTtwo/'STAB plot DATA'!A28*2650","v":6.0571428571428575E-2}]

{"sheet":"STAB plot DATA","index":5,"n_rows":70,"n_cols":42,"rows_kept":70,"cut":false,"hidden":false,"merged":[[55,3,55,5],[56,3,56,5],[57,3,57,5],[58,3,58,5],[0,1,0,8],[0,21,0,28],[0,29,0,36],[53,1,53,2],[54,1,54,2],[53,9,53,10],[54,9,54,10],[0,9,0,16]]}
["OUTPUT","Case 1",null,null,null,null,null,null,null,"Case 2",null,null,null,null,null,null,null,null,null,null,"Output for different feed rates to mean width","Case 1",null,null,null,null,null,null,null,"Case 2"]
["b (m)","nD1","tb1 (Pa)","G1","Ds150","h1 (m)","nc1","Rt1 (m)","S1","nD2","tb2 (Pa)","G2","Ds250","h2 (m)","nc2","Rt2 (m)","S2",null,"QT (kg/hr)","qT (m^2/s)","b (m)","nD1","tb1 (Pa)","G1","Ds184","h1 (m)","nc1","Rt1 (m)","S1","nD2","tb2 (Pa)","G2","Ds284","h2 (m)","nc2","Rt2 (m)","S2",null,null,null,"F1","F2"]
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[19.5,2.4854115801958412E-2,11.01231749207024,4.0124004825825725,24.417421236610007,0.77920890475970883,2.5884221734056596E-2,0.7280587470305101,1.6386963394352365E-3,2.4615744698458442E-2,11.966775257061771,3.2525165442513857,23.045586458904925,1.1951241883156241,2.6204471058780099E-2,1.080983206991956,1.2394608353207249E-3,null,"NOTE",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.47608009083621511,0.43861085427319124]
[20,2.485721180650512E-2,11.006267331377479,4.025847205189943,24.435676561503033,0.76326221055104415,2.5839886664005315E-2,0.71519174577156253,1.6626691687170385E-3,2.4620832025987142E-2,11.935444546823387,3.2659199720568224,23.074178168718209,1.1721761640912902,2.613780989356326E-2,1.064425419542121,1.2502707158328693E-3,null,"Cells for VBA output, STAB writes to these cells",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.47880078647750873,0.4402650554763301]
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[21.5,2.4865784718222046E-2,10.990941196803739,4.0640835370945725,24.486285359575831,0.71930882353573322,2.5724650198253193E-2,0.67911093676460077,1.7359855876954017E-3,2.4635352888628965E-2,11.849661648155232,3.3045448046049026,23.155950722404654,1.1086384626466832,2.5964642090565461E-2,1.0174179355363688,1.2846146847172236E-3,null,"First, the STAB VBA code writes to certain cells. You can't change these locations without changing the VBA code.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.4868374181134002,0.44525639743740109]
[22,2.4868426610203057E-2,10.986671611429614,4.076183008487102,24.501898936251287,0.70582281485005804,2.5691298466365826E-2,0.66786304948318631,1.7608255797058798E-3,2.463996579963755E-2,11.823534985505038,3.3169282571378376,23.181978282650771,1.0890588403374404,2.5914576441631441E-2,1.0025924737581107,1.2966116357953838E-3,null,"Second, charts on the worksheet STAB OUTPUT reference particular cells on this worksheet",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.48947359982339028,0.44692417050347266]
[22.5,2.4870970562410836E-2,10.982776687428151,4.0879841184621784,24.516941529130257,0.69286187016393608,2.5660114854656357E-2,0.65697631349350294,1.7858386899466626E-3,2.4644473829154447E-2,11.79852368413899,3.3290826990610776,23.207437616749917,1.0702039275083681,2.5867799610298611E-2,0.98816668330236401,1.3088454290538605E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.4920882342675626,0.44859167730459132]
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[23.5,2.4875785633655313E-2,10.976017991113002,4.1107438877717692,24.545434499717128,0.66839554812345048,2.5603539001322822E-2,0.63622389623184139,1.8363295206492432E-3,2.465319391677049E-2,11.751600553342465,3.3527404363388125,23.256750900582997,1.0345107856177216,2.5783045766959979E-2,0.96046239225107821,1.3339488927068728E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.49725287960010023,0.45192164653152717]
[24,2.4878066331607461E-2,10.973112292162046,4.1217267891858889,24.558940056290826,0.65683594171640836,2.5577835191186189E-2,0.62632892850516542,1.8617831265503914E-3,2.4657414235561861E-2,11.729576752467185,3.36425980133783,23.280648717221254,1.0176008196516453,2.574460123428882E-2,0.94715873291678543,1.3467857832053895E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.49980303220069217,0.45358232913303803]
[24.5,2.4880268310716862E-2,10.97049705999946,4.1324599486962539,24.571985340421197,0.64569253309934893,2.5553672101422953E-2,0.61673647413933308,1.8873613263112824E-3,2.4661547151068042E-2,11.708443756998898,3.3755839210208385,23.30407143632404,1.001271627929075,2.5708505274241119E-2,0.93420450364047569,1.3597935361284626E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.50233190340503053,0.45523913667274268]
[25,2.4882395582568047E-2,10.968155086568924,4.1429537053772236,24.584593516442204,0.63494291102374045,2.5530929788976413E-2,0.60743365592155829,1.9130546899132051E-3,2.4665596030064862E-2,11.688155144360355,3.3867194831153822,23.327036930157256,0.98549328505566891,2.5674576972098576E-2,0.92158794576392544,1.3729594101119101E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.50483965950313281,0.45689144667436948]
[25.5,2.488445162407053E-2,10.966070305610939,4.1532172675785528,24.596784638640813,0.62456624753742662,2.5509499473501843E-2,0.59840824103498658,1.9388546235861663E-3,2.4669564292524041E-2,11.668667791767129,3.3976732446894369,23.349563459211414,0.97023789622771417,2.564265268216287E-2,0.90929766201760742,1.3862718364329293E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.50732649706611965,0.45853871526043194]
[26,2.4886440424345006E-2,10.964228121987421,4.1632607269606199,24.60858185269905,0.6145431714940246,2.5489283312829299E-2,0.58964861907297783,1.9647533249583294E-3,2.4673455154411567E-2,11.649941523487348,3.4084515941701827,23.371668208594624,0.95547942283155041,2.5612583857207431E-2,0.89732261672519908,1.3997202911999911E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.50979262449451079,0.46018047164690201]
[26.5,2.4888365047078358E-2,10.962614683193619,4.1730923069162484,24.620002865887951,0.60485562888923594,2.5470191776660194E-2,0.58114375592634737,1.9907436389665373E-3,2.4677271643560105E-2,11.631938858251822,3.4190605780748755,23.393367370890363,0.94119353130488925,2.5584235409084784E-2,0.88565213829541656,1.4132951836506675E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.51223827712945824,0.46181630932035656]
[27,2.4890228565275965E-2,10.961217183661955,4.1827201591551724,24.631065483848054,0.59548678174081004,2.5452143617050706E-2,0.57288317266629318,2.0168190285638271E-3,2.4681070324308906E-2,11.61486607922501,3.4295965456066342,23.414981949833461,0.92735101169944212,2.555753343493302E-2,0.87427017902546489,1.4270262319453851E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.51466370159791441,0.46345070949227413]
[27.5,2.4892033861671596E-2,10.960023691021201,4.1921519858274818,24.641786422943429,0.58642090543892722,2.5435064788409782E-2,0.56485691409918182,2.0429735037696085E-3,2.4684717976322459E-2,11.598079451617473,3.4398355675936356,23.435752832511024,0.91394690129713385,2.5532241306913853E-2,0.86318135031626941,1.440808226460664E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.51706915566038025,0.46507115022788026]
[28,2.4893783643252801E-2,10.95902307321087,4.2013950716333754,24.652181392438074,0.57764329823325666,2.5418887694957586E-2,0.55705552073173281,2.0692015673901337E-3,2.4688280888877156E-2,11.58183641830348,3.4498905815726095,23.456056003244377,0.90095333106056075,2.550831436060922E-2,0.85236908456740246,1.4546787536241544E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.51945490565833696,0.46668309170116412]
[28.5,2.4895559082897197E-2,10.958791304963871,4.2105988249782129,24.662732524122223,0.56912877446522037,2.5403620226545458E-2,0.54945934568151877,2.0956496358807372E-3,2.469176217122674E-2,11.566112075399168,3.4597677656666952,23.475908161996909,0.88835136563340378,2.5485659134236477E-2,0.84182399536516772,1.4686312521071043E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.52183693729581715,0.4682863719970351]
[29,2.489718298010957E-2,10.957981388030706,4.2194447649402065,24.672386360129003,0.56089060701284221,2.5389046745586712E-2,0.54208423237304038,2.1219690834909507E-3,2.4695164774212006E-2,11.55088305872277,3.4694729966954641,23.495325176961995,0.87612322131276354,2.5464189971514409E-2,0.83153704719334065,1.482659698426522E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.52417975484357848,0.46988086093799619]
[29.5,2.4898738297937501E-2,10.957180898879987,4.2280841267724636,24.681635453688902,0.55290479618402455,2.5375186459866549E-2,0.53491098841215978,2.1483060791794798E-3,2.4698491499292957E-2,11.53612742375039,3.4790118669636194,23.514322130368498,0.86425217997433246,2.5443828252740715E-2,0.82149954594441255,1.4967585553367628E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.52649947215652093,0.47146645630506384]
[30,2.4900228287290448E-2,10.956387878976949,4.2365243980480631,24.690498764547755,0.54515975139804262,2.5361992527566636E-2,0.52793167614693126,2.1746568289613801E-3,2.4701745008348864E-2,11.521824537168806,3.4883897023207333,23.532913369175638,0.85272251058941639,2.54245017140361E-2,0.81170312885372697,1.510922725944131E-3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.52879648545194613,0.47304308049233906]
[null,"Case 1 Surface",null,null,null,null,null,null,null,"Case 2 Surface"]
[null,"GSD @ mean width",null,null,"For convenient local reference",null,null,null,null,"GSD @ mean width"]
[null,"D (mm)","Fi (%ft)",{"$f":"Qone","v":20},null,null,null,null,null,"D (mm)","Fi (%ft)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Qone","v":20},{"$f":"Qtwo","v":35}]
[null,45.25483399593903,100,{"$f":"Qtwo","v":35},null,null,null,null,null,45.25483399593903,100]
[null,31.999999999999989,81.952406463078376,{"$f":"QTone*2650*3600","v":954},null,null,null,null,null,31.999999999999989,85.99380284552096]
[null,22.627416997969512,41.502823440325272,{"$f":"QTtwo*2650*3600","v":3816},null,null,null,null,null,22.627416997969512,48.596949732485129]
[null,15.999999999999993,22.802953835842498,null,null,null,null,null,null,15.999999999999993,29.540127020935]
[null,11.313708498984754,17.668794309174331,null,null,null,null,null,null,11.313708498984754,24.007750270839985]
[null,7.9999999999999947,14.815982645444148,null,null,null,null,null,null,7.9999999999999947,20.784323668102779]
[null,5.6568542494923761,13.198864142286915,null,null,null,null,null,null,5.6568542494923761,18.874000612928789]
[null,3.9999999999999969,11.970038204338767,null,null,null,null,null,null,3.9999999999999969,17.359023119244117]
[null,2.8284271247461876,10.177624889360498,null,null,null,null,null,null,2.8284271247461876,15.056032786654489]
[null,1.9999999999999982,8.2790746082788242,null,null,null,null,null,null,1.9999999999999982,12.517171907065588]
[null,1.4142135623730936,6.5947145523383099,null,null,null,null,null,null,1.4142135623730936,10.176052742990382]
[null,0.99999999999999889,5.3449172735685915,null,null,null,null,null,null,0.99999999999999889,8.3731416201507969]
[null,0.5,2.387746671940755,null,null,null,null,null,null,0.5,3.8754822780086924]
[null,0.25,0,null,null,null,null,null,null,0.25,0]

{"sheet":"STATE","index":6,"n_rows":57,"n_cols":11,"rows_kept":57,"cut":false,"hidden":false,"merged":[]}
["STATE DIAGRAM FOR GRAVEL-BED RIVERS WORKSHEET"]
[]
["RULES, CONVENTIONS, AND UNITS"]
["1. Cells for input data are highlighted in GREEN"]
["2. LIGHT GREEN cells can be changed, but their default values are recommended"]
["3. Grain-diameters must be in millimeters (mm)"]
["4. Cumulative percentiles, not fractions, are used"]
["5. Cumulative grain-size distribution percentiles must span from 0 to 100 %"]
["6.  The 0 and 100 % must be EXACTLY 0 and 100"]
["INSTRUCTIONS"]
["1. In table below, enter grain size and cumulative % in order of decreasing grain size"]
["2. Check input for errors, press Enter, and then click once on the Run STATE button"]
["3. Plots will appear in the separate worksheets \"STATE I OUTPUT\" and \"STATE II OUTPUT\""]
[]
["D (mm)","FIRST Transport CDF GSD (% Finer)","SECOND Transport CDF GSD (% Finer)",null,"qT (m2/s)","S (%/100)",null,"Statistic","FIRST Transport GSD","SECOND Transport GSD","Units"]
[128,100,100,null,5.0000000000000001E-9,1E-4,null,"Dmin",0.25,0.25,"mm"]
[90,100,100,null,1E-8,2.0000000000000001E-4,null,"Dmax",128,128,"mm"]
[64,100,100,null,2E-8,5.0000000000000001E-4,null,"D50",6.6979553651730299,6.0478981487007015,"mm"]
[45.25,96.22,96.22,null,4.9999999999999998E-8,1E-3,null,"Dg",7.3110522037117898,5.8156461704992237,"mm"]
[32,90.93,90.93,null,9.9999999999999995E-8,2E-3,null,"sg",1.5708925259599908,1.7513948526643159,"f/y-units"]
[22.63,81.05,81.05,null,1.9999999999999999E-7,5.0000000000000001E-3,null,"Fs",12,27,"%"]
[16,70.88,70.88,null,4.9999999999999998E-7,0.01]
[11.31,64.38,64.38,null,9.9999999999999995E-7,0.02]
[8,58.44,58.44,null,1.9999999999999999E-6,0.05]
[5.66,42,48,null,5.0000000000000004E-6,0.1]
[4,28,34,null,1.0000000000000001E-5]
[2.83,18,30,null,2.0000000000000002E-5]
[2,12,27,null,5.0000000000000002E-5]
[1.4,8,23,null,1E-4]
[1,4,18,null,2.0000000000000001E-4]
[0.70699999999999996,2,12,null,5.0000000000000001E-4]
[0.5,0,8,null,1E-3]
[0.35,null,3,null,2E-3]
[0.25,null,0,null,5.0000000000000001E-3]
[null,null,null,null,0.01]
[null,null,null,null,0.02]
[null,null,null,null,0.05]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["PLOT DATA"]
["D (mm)","GSD 1 Mean & STD"]
[{"$f":"2^((LOG(I19)/LOG(2))-I20)","v":2.4609008408724198},16]
[{"$f":"I19","v":7.3110522037117898},50]
[{"$f":"2^((LOG(I19)/LOG(2))+I20)","v":21.720291788128204},84]
["D (mm)","GSD 2 Mean & STD"]
[{"$f":"2^((LOG(J19)/LOG(2))-J20)","v":1.7273310938088733},16]
[{"$f":"J19","v":5.8156461704992237},50]
[{"$f":"2^((LOG(J19)/LOG(2))+J20)","v":19.580345946221129},84]

{"sheet":"STATE I OUTPUT","index":7,"n_rows":34,"n_cols":16,"rows_kept":34,"cut":false,"hidden":false,"merged":[]}
["State diagram developed using inverse calculation of the Wilcock & Crowe (2003) transport relation.  "]
["1. DIMENSIONLESS STATE DIAGRAM"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["2. DIMENSIONED STATE DIAGRAM",null,null,null,"òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò"]

{"sheet":"STATE II OUTPUT","index":8,"n_rows":34,"n_cols":18,"rows_kept":34,"cut":false,"hidden":false,"merged":[]}
["State diagram developed using inverse calculation of the Wilcock & Crowe (2003) transport relation.  "]
["1. DIMENSIONLESS SLOPE/TRANSPORT STATE DIAGRAM",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"3. Tramsport rate for q*t = 0.01 and 0.1"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["2. DIMENSIONED SLOPE/TRANSPORT STATE DIAGRAM",null,null,null,null,null,"òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò","òòòòò"]

{"sheet":"STATE plot DATA","index":9,"n_rows":211,"n_cols":35,"rows_kept":211,"cut":false,"hidden":true,"merged":[]}
["DIMENSIONLESS STANDARD STATE DIAGRAM FIRST GSD RESULTS",null,null,null,null,null,null,null,null,null,null,null,"GAMMAS"]
["S=0.0001","S=0.0002","S=0.0005","S=0.001","S=0.002","S=0.005","S=0.01","S=0.02","S=0.05","S=0.1","q*T",null,"q*W","G1=3.85,G2=4.94","G1=3.85,G2=4.94","G1=3.85,G2=4.94","G1=3.85,G2=4.94","G1=3.85,G2=4.94","G1=3.85,G2=4.93","G1=3.84,G2=4.92","G1=3.82,G2=4.88","G1=3.75,G2=4.8","G1=3.56,G2=4.56","G1=3.34,G2=4.27","G1=3.06,G2=3.89","G1=2.64,G2=3.32","G1=2.34,G2=2.9","G1=2.08,G2=2.53","G1=1.79,G2=2.11","G1=1.62,G2=1.86","G1=1.48,G2=1.65","G1=1.34,G2=1.44","G1=1.27,G2=1.33","G1=1.21,G2=1.24","G1=1.15,G2=1.15"]
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[8446.5603737367092,3762.5149048285093,1291.8583170617103,575.45745934460683,256.3371564372033,88.013282576070822,39.20546031317248,17.464047168553652,5.996275139083429,2.6710369175131072,7.9521340509092307E-6]
[10008.580459191282,4458.3157507489805,1530.761320121549,681.87664893755084,303.74151623414707,104.28955470195062,46.455715299697303,20.693668605396436,7.1051646504025365,3.1649910396098364,1.9880335127273076E-5]
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[]
["DIMENSIONLESS STANDARD STATE DIAGRAM SECOND GSD RESULTS"]
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[]
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["DIMENSIONLESS ALTERNATIVE STATE DIAGRAM FIRST GSD RESULTS",null,null,null,null,null,null,null,null,null,null,null,"GAMMAS"]
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[]
["DIMENSIONLESS ALTERNATIVE STATE DIAGRAM SECOND GSD RESULTS"]
["q*W=10","q*W=32","q*W=100","q*W=316","q*W=1000","q*W=3162","q*W=10000","q*W=31623","q*W=100000","q*W=316228","q*T"]
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[]
[]
[]
[]
[]
["DIMENSIONED STANDARD STATE DIAGRAM FIRST GSD RESULTS",null,null,null,null,null,null,null,null,null,null,null,"GAMMAS"]
["S=0.0001","S=0.0002","S=0.0005","S=0.001","S=0.002","S=0.005","S=0.01","S=0.02","S=0.05","S=0.1","qT (kg/m-s)",null,"qW (m2/s)","G1=3.85,G2=4.94","G1=3.85,G2=4.94","G1=3.85,G2=4.94","G1=3.85,G2=4.94","G1=3.85,G2=4.94","G1=3.85,G2=4.93","G1=3.84,G2=4.9","G1=3.82,G2=4.85","G1=3.75,G2=4.73","G1=3.56,G2=4.43","G1=3.34,G2=4.09","G1=3.06,G2=3.68","G1=2.64,G2=3.11","G1=2.34,G2=2.71","G1=2.08,G2=2.37","G1=1.79,G2=1.98","G1=1.62,G2=1.75","G1=1.48,G2=1.56","G1=1.34,G2=1.38","G1=1.27,G2=1.28","G1=1.21,G2=1.2","G1=1.15,G2=1.12"]
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[]
["DIMENSIONED STANDARD STATE DIAGRAM SECOND GSD RESULTS"]
["S=0.0001","S=0.0002","S=0.0005","S=0.001","S=0.002","S=0.005","S=0.01","S=0.02","S=0.05","S=0.1","qT (kg/m-s)"]
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[]
[]
[]
[]
[]
["DIMENSIONED ALTERNATIVE STATE DIAGRAM FIRST GSD RESULTS",null,null,null,null,null,null,null,null,null,null,null,"GAMMAS"]
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[]
["DIMENSIONED ALTERNATIVE STATE DIAGRAM SECOND GSD RESULTS"]
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[0.11170150815721129,4.1637784035652887E-2,1.5520874229912936E-2,5.785551331322145E-3,2.1566184811196171E-3,8.0389975073366291E-4,2.9966116625975477E-4,1.1170150815721132E-4,4.1637784035652897E-5,1.5520874229912943E-5,0.94003281527594862]
[0.15396653928671133,5.7392470498376862E-2,2.1393581262311008E-2,7.9746579168437897E-3,2.972628477248673E-3,1.1080751244621518E-3,4.1304538755823129E-4,1.5396653928671138E-4,5.7392470498376887E-5,2.1393581262311019E-5,1.8800656305518972]
[0.22645593608492656,8.4413572527821362E-2,3.1465950286405669E-2,1.1729227869134787E-2,4.372179614912982E-3,1.6297709276638626E-3,6.0751238755116699E-4,2.2645593608492664E-4,8.4413572527821396E-5,3.1465950286405682E-5,3.7601312611037945]
[0.4045596100793597,0.15080338620248818,5.6213375541062371E-2,2.0954062566456953E-2,7.8108232037811306E-3,2.9115575524904769E-3,1.0853103648999038E-3,4.0455961007935983E-4,1.5080338620248826E-4,5.6213375541062391E-5,9.4003281527594869]
[0.65738846227075765,0.2450477103767971,9.1343830637810305E-2,3.4049268947501314E-2,1.269218411100204E-2,4.7311305789252273E-3,1.7635732635991666E-3,6.5738846227075788E-4,2.4504771037679718E-4,9.1343830637810347E-5,18.800656305518974]
[1.1020604690043279,0.41080336836678699,0.15313080562082604,5.708094294189589E-2,2.1277456445986654E-2,7.9313713032334501E-3,2.9564929863419138E-3,1.102060469004328E-3,4.1080336836678711E-4,1.5313080562082609E-4,37.601312611037947]
[2.2562739161353829,0.84104724810966514,0.31350824405417493,0.11686313618033062,4.3561829256211014E-2,1.6238080118088381E-2,6.0528965478157132E-3,2.2562739161353837E-3,8.4104724810966545E-4,3.1350824405417503E-4,94.003281527594851]

{"sheet":"qt chart","index":10,"n_rows":12,"n_cols":3,"rows_kept":12,"cut":false,"hidden":true,"merged":[]}
[]
[]
[]
[]
[null,0.01,0.1]
[1,{"$f":"B$5*SQRT(1.65*9.81*($A6/1000)^3)*2650","v":3.3714936786237641E-3},3.3714936786237638E-2]
[{"$f":"2*A6","v":2},9.5360241715297684E-3,9.5360241715297694E-2]
[{"$f":"2*A7","v":4},2.6971949428990113E-2,0.26971949428990111]
[{"$f":"2*A8","v":8},7.6288193372238147E-2,0.76288193372238156]
[{"$f":"2*A9","v":16},0.2157755954319209,2.1577559543192089]
[{"$f":"2*A10","v":32},0.61030554697790518,6.1030554697790524]
[100,3.3714936786237639,33.714936786237644]

{"sheet":"SBTMzt","index":11,"n_rows":28,"n_cols":8,"rows_kept":28,"cut":false,"hidden":true,"merged":[]}
["SBTMzt WORKSHEET"]
[]
["RULES, CONVENTIONS, AND UNITS"]
["1. Cells for input data are highlighted in GREEN, cells for output data are highlighted in ORANGE"]
["2. Grain-diameters must be in millimeters (mm)"]
["3. Cumulative percentiles, not fractions, are used"]
["4. Cumulative grain-size distribution percentiles must span from 0 to 100 %"]
["5. The 0 and 100 % must be EXACTLY 0 and 100"]
["INSTRUCTIONS"]
["1. In table below, enter grain size and cumulative % in order of decreasing grain size"]
["2. Check input for errors, press Enter, and then click once on the Run SBTMzt button"]
[]
["D (mm)","Surface CDF GSD (% Finer)","Transport CDF GSD (% Finer)",null,"Statistic","Surface GSD","Bedload GSD","Units"]
[64,100,100,null,"Dmin",0.21,0.21,"mm"]
[45.25,96.22,99.999997133222223,null,"Dmax",64,64,"mm"]
[32,90.93,99.999974131539986,null,"D50",5.3241924420130351,0.40700397254341353,"mm"]
[22.63,81.05,99.999714955244144,null,"Dg",4.1197847415951223,0.49788800886018231,"mm"]
[16,70.88,99.99773195434986,null,"sg",2.4162975805732634,1.0250322734546784,"f/y-units"]
[11.31,64.38,99.985265722252663,null,"Fs",34.369999999999997,93.020713833340039,"%"]
[8,58.44,99.88567065672521]
[5.66,51.51,99.313395987017117]
[4,42.94,97.361232318625355]
[2.83,36.99,94.786839660103425]
[2,34.369999999999997,93.020713833340039]
[1.41,31.5,90.281229442823076]
[1,28.17,85.985212605814255]
[0.5,17.77,65.549369694515079]
[0.21,0,0]

{"sheet":"SBTMsa","index":12,"n_rows":30,"n_cols":8,"rows_kept":30,"cut":false,"hidden":true,"merged":[[28,5,28,9],[27,5,27,9],[29,5,29,9]]}
["SBTMsa WORKSHEET"]
[]
["RULES, CONVENTIONS, AND UNITS"]
["1. Cells for input data are highlighted in GREEN, cells for output data are highlighted in ORANGE"]
["2. Grain-diameters must be in millimeters (mm)"]
["3. Cumulative percentiles, not fractions, are used"]
["4. Cumulative grain-size distribution percentiles must span from 0 to 100 %"]
["5. The 0 and 100 % must be EXACTLY 0 and 100"]
["INSTRUCTIONS"]
["1. In table below, enter grain size and cumulative % in order of decreasing grain size"]
["2. Check input for errors, press Enter, and then click once on the Run SBTMsa button"]
[]
["D (mm)","Surface CDF GSD (% Finer)","Transport CDF GSD (% Finer)",null,"Statistic","Surface GSD","Bedload GSD","Units"]
[64,100,100,null,"Dmin",0.21,0.21,"mm"]
[45.25,58.382478926270387,96.22,null,"Dmax",64,64,"mm"]
[32,40.766056592702796,90.93,null,"D50",38.372546666762808,5.3241924420130351,"mm"]
[22.63,25.17484335880399,81.05,null,"Dg",29.219923870263941,4.1197847415951223,"mm"]
[16,15.414499891385283,70.88,null,"sg",1.2117654396624413,2.4162975805732634,"f/y-units"]
[11.31,11.115534847666755,64.38,null,"Fs",1.7237199997926196,34.369999999999997,"%"]
[8,8.2426389831961657,58.44]
[5.66,5.7272069885623189,51.51,null,"Parameter","Value","Units"]
[4,3.3728893173052152,42.94,null,"Maximum allowed iterations",200,"#"]
[2.83,2.1351060749802415,36.99,null,"Number of iterations",28,"#"]
[2,1.7237199997926196,34.369999999999997,null,"Maximum absolute tolerance",5.0000000000000002E-5,"%"]
[1.41,1.3857074175278581,31.5,null,"Relative difference in surface Dg at convergence",4.6250951502748431E-5,"%"]
[1,1.0926072515787757,28.17,null,"Maximum absolute error from any grain size fraction percentile at convergence",4.1541964598934555E-5,"%"]
[0.5,0.50564068701476661,17.77]
[0.21,0,0,null,"Issue","Warnings"]
[null,null,null,null,"Singular derivative","No problems"]
[null,null,null,null,"Convergence","Convergence attained, have a nice day"]