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[null,null,null,null,null,null,null,null,null,null,"Poorly sorted  sand with fines",null,null,null,null,null,null,null,null,null,null,"Zunker","Terzaghi","Barr","Plotted Data - Line",null,"ü",null,"Estimation of Hydraulic Conductivity","cm/s","m/s","m/d",null,"Estimation of Hydraulic Conductivity","cm/s","m/s","m/d",null,"A. mean","G mean"]
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[null,null,"Mass Sample (g):",null,"T (oC)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4.2168738032773305,105.47809240717557,null,0,"Slichter"," "," "," ",null,"Slichter",2.3158851450481471E-5,2.315885145048147E-7,2.0009247653215993E-2,null,0.40265976429808426,0.1697822691855238]
[null,null,100,null,20,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.4E-2,1.4E-2,1.4E-2,4.0410642384787048,105.91606926200515,null,0,"Terzaghi"," "," "," ",null,"Terzaghi",3.361827093537513E-5,3.3618270935375131E-7,2.904618608816411E-2,null,0.40265976429808426,0.1697822691855238]
["Sieve opening               di (f)","Sieve opening (ps)              di (mm)","Mass of retained (mr) \n(g)","mass fraction (mf)","Percent Passing (pp)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3.8725845119718154,106.08768530484807,null,0,"Beyer"," "," "," ",null,"Beyer",1.3848600844282595E-4,1.3848600844282596E-6,0.11965191129460162,null,0.40265976429808426,0.1697822691855238]
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[-0.2342797598765482,0.85,20,0.2,80,null,null,null,null,null,"d10",1.4E-2,"Uniformity Coef.",{"$f":"L13/L9","v":21.428571428571427},null,null,null,null,null,null,null,0,{"$f":"2^((N17+N18+N19)/3)","v":0.21717979887324573},null,3.5564049345532873,105.7919925979638,null,0,"Kruger"," "," "," ",null,"Kruger",1.1448589480724743E-4,1.1448589480724742E-6,9.8915813113461787E-2,null,0.40265976429808426,0.1697822691855238]
[-1.7355914192090247,0.3,20,0.2,60,null,null,null,null,null,"d17",3.15E-2,"n computed",{"$f":"0.255*(1+0.83^N9)","v":0.25970434650483903},{"$f":"IF(V9>0,V9,0.255*(1+0.83^N9))","v":0.25970434650483903},null,null,null,null,null,null,null,null,null,3.4081315849203064,105.39192982984767,null,0,"Kozeny-Carmen"," "," "," ",null,"Kozeny-Carmen",8.1695838962933274E-5,8.1695838962933278E-7,7.0585204863974349E-2,null,0.40265976429808426,0.1697822691855238]
[-3.0564736899941192,0.12,20,0.2,40,null,null,null,null,null,"d20",3.9E-2,"g (cm/s2)",980,null,null,null,null,null,null,null,null,null,null,3.2660400359022619,104.86125571483504,null,0,"Zunker"," "," "," ",null,"Zunker",7.1600577963649642E-5,7.1600577963649645E-7,6.186289936059329E-2,null,0.40265976429808426,0.1697822691855238]
[-4.6766792498969414,3.9E-2,20,0.2,20,null,null,null,null,null,"d50",0.21,"r (g/cm3)",0.99813600000000002,null,null,null,null,null,null,null,null,null,null,3.1298725563631304,104.22345702308164,null,0,"Zamarin"," "," "," ",null,"Zamarin",1.0004810997128267E-4,1.0004810997128267E-6,8.6441567015188223E-2,null,0.40265976429808426,0.1697822691855238]
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[-8.6370177292149055,2.5000000000000001E-3,5,0.05,5,null,null,null,null,null,"dgeometric mean",0.16276370977024085,"rg/m (1/cm s)",99327.099918765234,null,null,null,null,null,null,null,null,null,null,2.8743321597144682,102.70496256947084,null,1,"Barr",2.501365384172229E-5,2.5013653841722289E-7,2.1611796919248055E-2,null,"Barr"," "," "," ",null,0.40265976429808426,0.1697822691855238]
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[" ",null,null,null,null,null,"Estimation of Hydraulic Conductivity","cm/s","m/s","m/d","de (Zamarin)",2.155698604864538E-2,"d50f",{"$f":"3.3193*LOG(L12)","v":-2.2497574949897019},null,null,null,null,null,null,null,null,null,null,2.4241391972434729,99.108691317229514,null,null,"geometric mean",{"$f":"GEOMEAN(AD3:AD17)","v":1.9650725600176369E-4},{"$f":"GEOMEAN(AE3:AE17)","v":1.9650725600176369E-6},0.1697822691855238]
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[" ",null,null,null,null,"ü","Sauerbrei",1.2438958134568817E-4,1.2438958134568818E-6,0.10747259828267458,null,"64-200","Cobble",null,null,null,null,null,null,null,null,null,null,null,1.8775367820217526,93.416674865036853]
[" ",null,null,null,null,null,"Kruger",1.1448589480724743E-4,1.1448589480724742E-6,9.8915813113461787E-2,null,"16 - 64","coarse gravel",null,null,null,null,null,null,null,null,null,null,null,1.7992586689124361,92.502097194915365]
[" ",null,null,null,null,null,"Kozeny-Carmen",8.1695838962933274E-5,8.1695838962933278E-7,7.0585204863974349E-2,null,"8 - 16","medium gravel",null,null,null,null,null,null,null,null,null,null,null,1.7242441206241277,91.605270465901185]
[" ",null,null,null,null,null,"Zunker",7.1600577963649642E-5,7.1600577963649645E-7,6.186289936059329E-2,null,"2  - 8","fine gravel",0,null,null,null,null,null,null,null,null,null,null,1.6523570728737493,90.728003659356659]
[" ",null,null,null,null,null,"Zamarin",1.0004810997128267E-4,1.0004810997128267E-6,8.6441567015188223E-2,null,"0.5 - 2","coarse sand",20,null,null,null,null,null,null,null,null,null,null,1.5834671341594131,89.871716058518487]
[" ",null,null,null,null,null,"USBR",2.7400443289548546E-4,2.7400443289548546E-6,0.2367398300216994,null,"0.25 - 0.5","medium sand",20,null,null,null,null,null,null,null,null,null,null,1.5174493492512824,89.037491887262746]
[" ",null,null,null,null,"ü","Barr",2.501365384172229E-5,2.5013653841722289E-7,2.1611796919248055E-2,null,"0.063 - 0.25","fine sand",20,null,null,null,null,null,null,null,null,null,null,1.4541839725429531,88.226128009375131]
[" ",null,null,null,null,"ü","Alyamani and Sen",1.3632094907407397E-3,1.3632094907407397E-5,1.1778129999999993,null,"0.016 - 0.063","coarse silt",20,null,null,null,null,null,null,null,null,null,null,1.3935562508522501,87.438175541377177]
[" ",null,null,null,null,null,"Chapuis",4.1310711895383747E-6,4.1310711895383747E-8,3.569245507761156E-3,null,"0.008 - 0.016","medium silt",10,null,null,null,null,null,null,null,null,null,null,1.3354562152774776,86.673976128403169]
[" ",null,null,null,null,"ü","Krumbein and Monk",3.5155284952594323E-4,3.5155284952594324E-6,0.30374166199041497,null,"0.002 - 0.008","fine silt",5,null,null,null,null,null,null,null,null,null,null,1.2797784817315794,85.933693541569497]
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{"sheet":"Examples","index":2,"n_rows":47,"n_cols":17,"rows_kept":47,"cut":false,"hidden":false,"merged":[]}
["Examples  of Grain Retention Datasets from the literature"]
[]
["Example 1 Case 1 Vukovic 15 oC",null,null,null,null,null,"Sample 1 Odong 20 oC",null,null,null,null,null,"Thomson SERDP Borden sand"]
["ps",null,null,"pp",null,null,"ps",null,null,"pp",null,null,"ps",null,null,"pp"]
[2,null,null,100,null,null,10,null,null,85.23,null,null,10,null,null,99.99]
[0.82,null,null,80,null,null,4.75,null,null,79.569999999999993,null,null,9,null,null,99.9]
[0.55000000000000004,null,null,60,null,null,2.36,null,null,66.73,null,null,3,null,null,99.8]
[0.42,null,null,40,null,null,1.18,null,null,49.99,null,null,1.3,null,null,98]
[0.28000000000000003,null,null,20,null,null,0.6,null,null,30.75,null,null,0.8,null,null,97]
[0.15,null,null,10,null,null,0.42499999999999999,null,null,17.55,null,null,0.4,null,null,95]
[4.4999999999999998E-2,null,null,0,null,null,0.3,null,null,6.28,null,null,0.23,null,null,82]
[null,null,null,null,null,null,0.15,null,null,2.84,null,null,0.15,null,null,31]
["Example 1 Case 2 Vukovic 15 oC",null,null,null,null,null,7.4999999999999997E-2,null,null,0,null,null,7.0000000000000007E-2,null,null,10]
["ps",null,null,"pp",null,null,null,null,null,null,null,null,0.04,null,null,2.6]
[2,null,null,100,null,null,null,null,null,null,null,null,2.7E-2,null,null,2.6]
[1.5,null,null,95,null,null,"Sample 2 Odong 20 oC",null,null,null,null,null,1.7000000000000001E-2,null,null,2.6]
[1.2,null,null,90,null,null,"ps",null,null,"pp",null,null,0.01,null,null,2.5]
[0.95,null,null,85,null,null,1.18,null,null,100,null,null,5.4999999999999997E-3,null,null,1]
[0.82,null,null,80,null,null,0.6,null,null,96.2,null,null,2E-3,null,null,0]
[0.73,null,null,75,null,null,0.42499999999999999,null,null,77.650000000000006]
[0.66,null,null,70,null,null,0.3,null,null,48.41,null,null,"Schillig PVP4-5, elev 289.5 masl"]
[0.6,null,null,65,null,null,0.21199999999999999,null,null,18.88,null,null,10,0,"total weight",110.69]
[0.55000000000000004,null,null,60,null,null,0.15,null,null,2.2999999999999998,null,null,9,0,"tracer test derived Ks: 1.9e-3 m/s to 1.4e-2 m/s"]
[0.51,null,null,55,null,null,7.4999999999999997E-2,null,null,0,null,null,4,64.33,null,"=","164 m/d to 1210 m/d"]
[0.48,null,null,50,null,null,null,null,null,null,null,null,2,12.89]
[0.45,null,null,45,null,null,"Sample 3 Odong 20 oC",null,null,null,null,null,1,11.81]
[0.42,null,null,40,null,null,"ps",null,null,"pp",null,null,0.5,7.51]
[0.39,null,null,35,null,null,4.75,null,null,95.05,null,null,0.29699999999999999,3.56]
[0.36,null,null,30,null,null,2.36,null,null,85.08,null,null,0.17699999999999999,2.38]
[0.32,null,null,25,null,null,2,null,null,82.02,null,null,0.125,2.97]
[0.28000000000000003,null,null,20,null,null,1.18,null,null,64.66,null,null,6.3E-2,2.2799999999999998]
[0.22,null,null,15,null,null,0.6,null,null,44.76,null,null,0.01,1.54]
[0.15,null,null,10,null,null,0.42499999999999999,null,null,23.42]
[0.08,null,null,5,null,null,0.3,null,null,7.96]
[4.4999999999999998E-2,null,null,0,null,null,0.15,null,null,2.11]
[null,null,null,null,null,null,7.4999999999999997E-2,null,null,0]
["Example 2 Case 1 Vukovic 15 oC"]
["ps",null,null,"pp",null,null,"Sample 4 Odong 20 oC"]
[5,null,null,100,null,null,"ps",null,null,"pp"]
[0.85,null,null,80,null,null,1.18,null,null,100]
[0.3,null,null,60,null,null,0.6,null,null,98.44]
[0.12,null,null,40,null,null,0.42499999999999999,null,null,91.55]
[3.9E-2,null,null,20,null,null,0.3,null,null,68.78]
[1.4E-2,null,null,10,null,null,0.21199999999999999,null,null,25.83]
[2.5000000000000001E-3,null,null,5,null,null,0.15,null,null,7.89]
[1E-3,null,null,0,null,null,7.4999999999999997E-2,null,null,0.93]
[null,null,null,null,null,null,6.3E-2,null,null,0]

{"sheet":"Equations","index":3,"n_rows":12,"n_cols":14,"rows_kept":12,"cut":false,"hidden":false,"merged":[]}
[]
[]
[]
[]
[]
[null,null,null,null,20]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,980]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0.99813600000000002]

{"sheet":"References","index":4,"n_rows":26,"n_cols":2,"rows_kept":26,"cut":false,"hidden":false,"merged":[]}
[null,"References"]
[1,"Aguilar, J.R. 2013. Analysis of grain size distribution and hydraulic conductivity for a variety of sediment types with application to wadi sediments.  M.B2:B19S. thesis submitted to King Abdullah University of Science and Technology, Thuwal, Kingdom of Saudi Arabia, 134 pp."]
[{"$f":"A2+1","v":2},"Alyamani, M.S., Sen Z.  1993.  Determination of hydraulic conductivity from complete grain-size distribution curves.  Ground Water, v. 31, no. 4, 551-555."]
[{"$f":"A3+1","v":3},"Barr, D.W.  2001.  Coefficient of permeability determined by measurable parameters.  Ground Water, v. 39, no. 3, 356-361."]
[4,"Barth, G.R., Hill, M.C., Illangasekare, T.H., Rajaram, H.  2001.  Predictive modeling of flow and transport in a two-dimensional intermediate-scale, heterogeneous porous medium.  Water Resources Research, v. 37, no. 10, 2503–2512."]
[5,"Beyer, W. 1964. \"Zur Bestimmung der Wasserdurchlässigkeit von Kiesen und Sanden aus der Kornverteilungskurve.\" Wasserwirtschaft-Wassertechnik 14(6): 165-168."]
[6,"Białas, Z. (1966). O usrednianiu wspolczynnikow filtracji z zastosowaniem elektronicznej cyfrowej maszyny matematycznej (Averaging filter coefficients using digital electronic mathematical machines). Przedsiebiorstwo Geologiczne we Wroclawiu: 47-50."]
[7,"Chapuis, R.P.  2004.  Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratio.  Canadian Geotechnical Journal, v. 41, 787–795."]
[8,"Devlin, J.F. (2015). HydrogeoSieveXL.  Excel-based Visual Basic tool freely available at http://www.people.ku.edu/~jfdevlin/Publications.html.   Cited 18 February, 2015."]
[9,"Dullien, F.A., 1991. Fluid Transport and Pore Structure. Academic Press, San Diego, CA."]
[10,"Freeze, R.A., Cherry, J.A.  1979. Groundwater. Prentice Hall, Englewood Cliffs, New Jersey."]
[11,"Fuchs, S. (2010) Deterministische kf-Wert-Schätzung nach petrographischer Bohrgutansprache (Deterministic kf value estimation from petrographic borehole records).  Grundwasser – Zeitschrift der Fachsektion Hydrogeologie 15: 177–189."]
[12,"Hazen, A. 1892.  Some physical properties of sands and gravels, with special reference to their use in  filtration. Massachusetts State Board of Health, vol. 24th annual report, pp. 539-556."]
[13,"Kasenow, M., 2002, Determination of Hydraulic Conductivity from Grain Size Analysis: Water Resources Publications, LLC, Highlands Ranch, Colorado, 97p."]
[14,"Kozeny, J. (1953).  Das Wasser im Boden. Grundwasserbewegung (The water in the ground.\nGroundwater flow).  Hydraulik, Springer, p 380-445."]
[15,"Krüger, E., 1919. Die Grundwasserbewegung (Groundwater flow). Int. Mitt. Bodenk. 8, 105–122."]
[16,"Krumbein, W.C., Monk, G.D.  1942.  Permeability as a function of the size parameters of unconsolidated sand.  American Institute of Mining and Metallurgical Engineers, Transactions v. 151, 153-163."]
[17,"Moreau, J.P. Program to demonstrate the Akima spline fitting of Function SIN(X) in double precision.  http://jean-pierre.moreau.pagesperso-orange.fr/Fortran/akima_f90.txt .  Cited 30 January, 2015."]
[18,"Odong, J.  2013.  Evaluation of empirical formulae for determination of hydraulic conductivity based on grain-size analysis.  International Journal of Agriculture and Environment, v. 1, 1-8."]
[19,"Rosas, J., Lopez, O., Missimer, T.M., Coulibaly, K.M., Dehwah, A.H.A., Sesler, K., Lujan, L.R., Mantilla, D.  2014.  Determination of hydraulic conductivity from grain-size distribution for different depositional environments.  Groundwater, v. 52, no. 3, 399-413."]
[{"$f":"A20+1","v":20},"Slichter, C.S., 1898, Theoretical investigations of the motion of ground waters: United States Geological Survey, 19 th Annual Report, p 295-384."]
[21,"Terzaghi, K., 1925, Principles of soil mechanics: Engineering News-Record, v. 95, p 832."]
[22,"Urumovic, K., Urumovic, K. Sr.  2106.  The referential grain size and effective porosity in the Kozeny–Carman model.  Hydrological Earth System Science, v. 20, 1669-1680."]
[23,"Vukovic, M., Soro, A.  1992.  Determinatiion of hydraulic conductivity of porous media from grain-size composition.  Miladinov, D., translator, Water Resources Publications, Littleton, Colorado, USA, 83 pp."]
[24,"Zamarin, J.A.  1928.  Calculation of ground-water flow (in Russian).  Trudey I.V.H. Taskeni."]
[25,"Zunker, F. (1930). Das Verhalten des Wassers zum Boden (The behavior of groundwater).  Zeitschrift für Pflanzenernährung, Düngung und Bodenkunde. A25(1): 7."]

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[]
[null,null,"Grain Size Analysis Report",null,null,null,"Date:"]
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[null,null,"Sample Name:"]
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[{"$f":"Input!K2","v":"Poorly sorted  sand with fines"}]
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[{"$f":"Input!B7","v":"Sieve opening (ps)              di (mm)"},{"$f":"Input!C7","v":"Mass of retained (mr) \n(g)"},{"$f":"Input!D7","v":"mass fraction (mf)"},{"$f":"Input!E7","v":"Percent Passing (pp)"},null,{"$f":"Input!K8","v":"Effective Grain Diameters (mm)"},null,{"$f":"Input!M8","v":"Other Useful Parameters"}]
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[{"$f":"IF(ISBLANK(Input!B9),\" \",Input!B9)","v":0.85},{"$f":"IF(ISBLANK(Input!C9),\" \",Input!C9)","v":20},{"$f":"IF(ISBLANK(Input!D9),\" \",Input!D9)","v":0.2},{"$f":"IF(ISBLANK(Input!E9),\" \",Input!E9)","v":80},null,{"$f":"Input!K10","v":"d17"},{"$f":"Input!L10","v":3.15E-2},"n computed",{"$f":"Input!N10","v":0.25970434650483903}]
[{"$f":"IF(ISBLANK(Input!B10),\" \",Input!B10)","v":0.3},{"$f":"IF(ISBLANK(Input!C10),\" \",Input!C10)","v":20},{"$f":"IF(ISBLANK(Input!D10),\" \",Input!D10)","v":0.2},{"$f":"IF(ISBLANK(Input!E10),\" \",Input!E10)","v":60},null,{"$f":"Input!K11","v":"d20"},{"$f":"Input!L11","v":3.9E-2},"g (cm/s2)",{"$f":"Input!N11","v":980}]
[{"$f":"IF(ISBLANK(Input!B11),\" \",Input!B11)","v":0.12},{"$f":"IF(ISBLANK(Input!C11),\" \",Input!C11)","v":20},{"$f":"IF(ISBLANK(Input!D11),\" \",Input!D11)","v":0.2},{"$f":"IF(ISBLANK(Input!E11),\" \",Input!E11)","v":40},null,{"$f":"Input!K12","v":"d50"},{"$f":"Input!L12","v":0.21},"r (g/cm3)",{"$f":"Input!N12","v":0.99813600000000002}]
[{"$f":"IF(ISBLANK(Input!B12),\" \",Input!B12)","v":3.9E-2},{"$f":"IF(ISBLANK(Input!C12),\" \",Input!C12)","v":20},{"$f":"IF(ISBLANK(Input!D12),\" \",Input!D12)","v":0.2},{"$f":"IF(ISBLANK(Input!E12),\" \",Input!E12)","v":20},null,{"$f":"Input!K13","v":"d60"},{"$f":"Input!L13","v":0.3},"m (g/cm s)",{"$f":"Input!N13","v":9.8479999999999991E-3}]
[{"$f":"IF(ISBLANK(Input!B13),\" \",Input!B13)","v":1.4E-2},{"$f":"IF(ISBLANK(Input!C13),\" \",Input!C13)","v":10},{"$f":"IF(ISBLANK(Input!D13),\" \",Input!D13)","v":0.1},{"$f":"IF(ISBLANK(Input!E13),\" \",Input!E13)","v":10},null,{"$f":"Input!K15","v":"de (Kruger)"},{"$f":"Input!L15","v":2.3646293492919895E-2},"rg/m (1/cm s)",{"$f":"Input!N14","v":99327.099918765234}]
[{"$f":"IF(ISBLANK(Input!B14),\" \",Input!B14)","v":2.5000000000000001E-3},{"$f":"IF(ISBLANK(Input!C14),\" \",Input!C14)","v":5},{"$f":"IF(ISBLANK(Input!D14),\" \",Input!D14)","v":0.05},{"$f":"IF(ISBLANK(Input!E14),\" \",Input!E14)","v":5},null,{"$f":"Input!K16","v":"de (Kozeny)"},{"$f":"Input!L16","v":1.7608137334517274E-2},"tau (Sauerbrei)",{"$f":"Input!N15","v":1.0530200000000001}]
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[{"$f":"IF(ISBLANK(Input!B18),\" \",Input!B18)","v":" "},{"$f":"IF(ISBLANK(Input!C18),\" \",Input!C18)","v":" "},{"$f":"IF(ISBLANK(Input!D18),\" \",Input!D18)","v":" "},{"$f":"IF(ISBLANK(Input!E18),\" \",Input!E18)","v":" "},null,{"$f":"Input!#REF!","v":{"$error":"#REF!"}},null,{"$f":"Input!$M$22","v":0},{"$f":"Input!$N$22","v":"% in sample"}]
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{"sheet":"Report K","index":6,"n_rows":44,"n_cols":7,"rows_kept":44,"cut":false,"hidden":false,"merged":[[7,0,7,7]]}
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