{"text_format":"2","workbook":"xlsx","n_sheets":9,"sheets":["Kolonne 1","Kolonne 2","Kolonne 3","Kolonne 4","Kolonne 5","Graf Q vs. delta_h","Graf q vs. gradient","Graf Sporstofforsøg","Graf K vs. n"],"not_rendered":{"charts":7,"images":0,"macros":0,"external_links":0,"defined_names":1,"comments":0,"pivot_tables":0},"unopened":[{"sheet":"Graf Q vs. delta_h","index":5,"reason":"not_a_worksheet"},{"sheet":"Graf q vs. gradient","index":6,"reason":"not_a_worksheet"},{"sheet":"Graf Sporstofforsøg","index":7,"reason":"not_a_worksheet"}],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"run_cost":"one","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":"Kolonne 1","index":0,"n_rows":19,"n_cols":20,"rows_kept":19,"cut":false,"hidden":false,"merged":[[2,4,2,6],[7,6,7,8],[7,1,7,2],[5,14,5,15],[15,15,16,15],[15,14,16,14],[13,15,14,15],[13,14,14,14],[11,15,12,15],[11,14,12,14],[9,15,10,15],[9,14,10,14],[7,15,8,15],[7,14,8,14],[14,17,15,17],[12,17,13,17],[10,17,11,17],[8,17,9,17],[6,17,7,17]]}
["KOLONNE 1"]
[]
["Darcy-forsøg:",null,null,null,"Kolonne-specifikationer",{"$nulls":9},"Sporstof-forsøg:"]
[{"$nulls":4},"Diameter (m)",null,null,null,"Δh regnes negativ, dvs.:"]
[{"$nulls":4},"A (m2)",null,null,null,"h1: Opstrøms stigrør (højeste vandstand)"]
[{"$nulls":4},"L (m)",null,null,null,"h2: Nedstrøms stigrør (laveste vandstand)",{"$nulls":5},"Position af farvepuls",null,null,"Porevandshastighed"]
[{"$nulls":14},"z (cm)","t (sek)",null,"v (m/s)"]
[null,"Vandflux, Q",null,null,"Darcyhastighed, q",null,"Dh Gradient, I",null,null,"Gradient",null,"Hydraulisk ledningsevne, K",null,null,5,0]
[null,"Pumperate","Q",null,"q = Q/A",null,"h1","h2","Dh = h1 - h2","I = Dh/L",null,"Darcys lov"]
[null,"(mL/min)","(m3/s)",null,"q (m/s)",null,"(cm)","(cm)","(m)","(-)",null,"K (m/s)",null,null,10,{"$nulls":4},"Q (mL/min)"]
[null,0,0,null,0,null,0,0]
[{"$nulls":14},15,{"$nulls":4},"Q (m3/s)"]
[]
[{"$nulls":14},20,{"$nulls":4},"q (m/s)"]
[]
[{"$nulls":9},"Gns.:",{"$nulls":4},25]
[]
[null,"Grå: Udregnes ved databehandlingen. Begynd gerne mens I udfører forsøget!"]
[{"$nulls":15},"Gns.:",null,null,null,"n"]

{"sheet":"Kolonne 2","index":1,"n_rows":19,"n_cols":20,"rows_kept":19,"cut":false,"hidden":false,"merged":[[2,4,2,6],[7,6,7,8],[7,1,7,2],[5,14,5,15],[15,15,16,15],[15,14,16,14],[13,15,14,15],[13,14,14,14],[11,15,12,15],[11,14,12,14],[9,15,10,15],[9,14,10,14],[7,15,8,15],[7,14,8,14],[14,17,15,17],[12,17,13,17],[10,17,11,17],[8,17,9,17],[6,17,7,17]]}
["KOLONNE 2"]
[]
["Darcy-forsøg:",null,null,null,"Kolonne-specifikationer",{"$nulls":9},"Sporstof-forsøg:"]
[{"$nulls":4},"Diameter (m)",null,null,null,"Δh regnes negativ, dvs.:"]
[{"$nulls":4},"A (m2)",null,null,null,"h1: Opstrøms stigrør (højeste vandstand)"]
[{"$nulls":4},"L (m)",null,null,null,"h2: Nedstrøms stigrør (laveste vandstand)",{"$nulls":5},"Position af farvepuls",null,null,"Porevandshastighed"]
[{"$nulls":14},"z (cm)","t (sek)",null,"v (m/s)"]
[null,"Vandflux, Q",null,null,"Darcyhastighed, q",null,"Dh Gradient, I",null,null,"Gradient",null,"Hydraulisk ledningsevne, K",null,null,5,0]
[null,"Pumperate","Q",null,"q = Q/A",null,"h1","h2","Dh = h1 - h2","I = Dh/L",null,"Darcys lov"]
[null,"(mL/min)","(m3/s)",null,"q (m/s)",null,"(cm)","(cm)","(m)","(-)",null,"K (m/s)",null,null,10,{"$nulls":4},"Q (mL/min)"]
[null,0,0,null,0,null,0,0]
[{"$nulls":14},15,{"$nulls":4},"Q (m3/s)"]
[]
[{"$nulls":14},20,{"$nulls":4},"q (m/s)"]
[]
[{"$nulls":9},"Gns.:",{"$nulls":4},25]
[]
[null,"Grå: Udregnes ved databehandlingen. Begynd gerne mens I udfører forsøget!"]
[{"$nulls":15},"Gns.:",null,null,null,"n"]

{"sheet":"Kolonne 3","index":2,"n_rows":19,"n_cols":20,"rows_kept":19,"cut":false,"hidden":false,"merged":[[2,4,2,6],[7,6,7,8],[7,1,7,2],[5,14,5,15],[15,15,16,15],[15,14,16,14],[13,15,14,15],[13,14,14,14],[11,15,12,15],[11,14,12,14],[9,15,10,15],[9,14,10,14],[7,15,8,15],[7,14,8,14],[14,17,15,17],[12,17,13,17],[10,17,11,17],[8,17,9,17],[6,17,7,17]]}
["KOLONNE 3"]
[]
["Darcy-forsøg:",null,null,null,"Kolonne-specifikationer",{"$nulls":9},"Sporstof-forsøg:"]
[{"$nulls":4},"Diameter (m)",null,null,null,"Δh regnes negativ, dvs.:"]
[{"$nulls":4},"A (m2)",null,null,null,"h1: Opstrøms stigrør (højeste vandstand)"]
[{"$nulls":4},"L (m)",null,null,null,"h2: Nedstrøms stigrør (laveste vandstand)",{"$nulls":5},"Position af farvepuls",null,null,"Porevandshastighed"]
[{"$nulls":14},"z (cm)","t (sek)",null,"v (m/s)"]
[null,"Vandflux, Q",null,null,"Darcyhastighed, q",null,"Dh Gradient, I",null,null,"Gradient",null,"Hydraulisk ledningsevne, K",null,null,5,0]
[null,"Pumperate","Q",null,"q = Q/A",null,"h1","h2","Dh = h1 - h2","I = Dh/L",null,"Darcys lov"]
[null,"(mL/min)","(m3/s)",null,"q (m/s)",null,"(cm)","(cm)","(m)","(-)",null,"K (m/s)",null,null,10,{"$nulls":4},"Q (mL/min)"]
[null,0,0,null,0,null,0,0]
[{"$nulls":14},15,{"$nulls":4},"Q (m3/s)"]
[]
[{"$nulls":14},20,{"$nulls":4},"q (m/s)"]
[]
[{"$nulls":9},"Gns.:",{"$nulls":4},25]
[]
[null,"Grå: Udregnes ved databehandlingen. Begynd gerne mens I udfører forsøget!"]
[{"$nulls":15},"Gns.:",null,null,null,"n"]

{"sheet":"Kolonne 4","index":3,"n_rows":19,"n_cols":20,"rows_kept":19,"cut":false,"hidden":false,"merged":[[2,4,2,6],[7,6,7,8],[7,1,7,2],[5,14,5,15],[15,15,16,15],[15,14,16,14],[13,15,14,15],[13,14,14,14],[11,15,12,15],[11,14,12,14],[9,15,10,15],[9,14,10,14],[7,15,8,15],[7,14,8,14],[14,17,15,17],[12,17,13,17],[10,17,11,17],[8,17,9,17],[6,17,7,17]]}
["KOLONNE 4"]
[]
["Darcy-forsøg:",null,null,null,"Kolonne-specifikationer",{"$nulls":9},"Sporstof-forsøg:"]
[{"$nulls":4},"Diameter (m)",null,null,null,"Δh regnes negativ, dvs.:"]
[{"$nulls":4},"A (m2)",null,null,null,"h1: Opstrøms stigrør (højeste vandstand)"]
[{"$nulls":4},"L (m)",null,null,null,"h2: Nedstrøms stigrør (laveste vandstand)",{"$nulls":5},"Position af farvepuls",null,null,"Porevandshastighed"]
[{"$nulls":14},"z (cm)","t (sek)",null,"v (m/s)"]
[null,"Vandflux, Q",null,null,"Darcyhastighed, q",null,"Dh Gradient, I",null,null,"Gradient",null,"Hydraulisk ledningsevne, K",null,null,5,0]
[null,"Pumperate","Q",null,"q = Q/A",null,"h1","h2","Dh = h1 - h2","I = Dh/L",null,"Darcys lov"]
[null,"(mL/min)","(m3/s)",null,"q (m/s)",null,"(cm)","(cm)","(m)","(-)",null,"K (m/s)",null,null,10,{"$nulls":4},"Q (mL/min)"]
[null,0,0,null,0,null,0,0]
[{"$nulls":14},15,{"$nulls":4},"Q (m3/s)"]
[]
[{"$nulls":14},20,{"$nulls":4},"q (m/s)"]
[]
[{"$nulls":9},"Gns.:",{"$nulls":4},25]
[]
[null,"Grå: Udregnes ved databehandlingen. Begynd gerne mens I udfører forsøget!"]
[{"$nulls":15},"Gns.:",null,null,null,"n"]

{"sheet":"Kolonne 5","index":4,"n_rows":19,"n_cols":20,"rows_kept":19,"cut":false,"hidden":false,"merged":[[2,4,2,6],[7,6,7,8],[7,1,7,2],[5,14,5,15],[15,15,16,15],[15,14,16,14],[13,15,14,15],[13,14,14,14],[11,15,12,15],[11,14,12,14],[9,15,10,15],[9,14,10,14],[7,15,8,15],[7,14,8,14],[14,17,15,17],[12,17,13,17],[10,17,11,17],[8,17,9,17],[6,17,7,17]]}
["KOLONNE 5"]
[]
["Darcy-forsøg:",null,null,null,"Kolonne-specifikationer",{"$nulls":9},"Sporstof-forsøg:"]
[{"$nulls":4},"Diameter (m)",null,null,null,"Δh regnes negativ, dvs.:"]
[{"$nulls":4},"A (m2)",null,null,null,"h1: Opstrøms stigrør (højeste vandstand)"]
[{"$nulls":4},"L (m)",null,null,null,"h2: Nedstrøms stigrør (laveste vandstand)",{"$nulls":5},"Position af farvepuls",null,null,"Porevandshastighed"]
[{"$nulls":14},"z (cm)","t (sek)",null,"v (m/s)"]
[null,"Vandflux, Q",null,null,"Darcyhastighed, q",null,"Dh Gradient, I",null,null,"Gradient",null,"Hydraulisk ledningsevne, K",null,null,5,0]
[null,"Pumperate","Q",null,"q = Q/A",null,"h1","h2","Dh = h1 - h2","I = Dh/L",null,"Darcys lov"]
[null,"(mL/min)","(m3/s)",null,"q (m/s)",null,"(cm)","(cm)","(m)","(-)",null,"K (m/s)",null,null,10,{"$nulls":4},"Q (mL/min)"]
[null,0,0,null,0,null,0,0]
[{"$nulls":14},15,{"$nulls":4},"Q (m3/s)"]
[]
[{"$nulls":14},20,{"$nulls":4},"q (m/s)"]
[]
[{"$nulls":9},"Gns.:",{"$nulls":4},25]
[]
[null,"Grå: Udregnes ved databehandlingen. Begynd gerne mens I udfører forsøget!"]
[{"$nulls":15},"Gns.:",null,null,null,"n"]

{"sheet":"Graf K vs. n","index":8,"n_rows":6,"n_cols":3,"rows_kept":6,"cut":false,"hidden":false,"merged":[]}
["Kolonne nr.","K (m/s)","Porøsitet n"]
["Kol. 1",{"$f":"'Kolonne 1'!L16","v":0},{"$f":"'Kolonne 1'!U19","v":0}]
["Kol. 2",{"$f":"'Kolonne 2'!$L$16","v":0},{"$f":"'Kolonne 2'!U19","v":0}]
["Kol. 3",{"$f":"'Kolonne 3'!$L$16","v":0},{"$f":"'Kolonne 3'!$U$19","v":0}]
["Kol. 4",{"$f":"'Kolonne 4'!$L$16","v":0},{"$f":"'Kolonne 4'!$U$19","v":0}]
["Kol. 5",{"$f":"'Kolonne 5'!$L$16","v":0},{"$f":"'Kolonne 5'!U19","v":0}]