{"text_format":"2","workbook":"xlsx","n_sheets":1,"sheets":["Skemaer til print"],"not_rendered":{"charts":0,"images":0,"macros":0,"external_links":0,"defined_names":1,"comments":0,"pivot_tables":0},"unopened":[],"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":"Skemaer til print","index":0,"n_rows":20,"n_cols":20,"rows_kept":20,"cut":false,"hidden":false,"merged":[[15,17,16,17],[13,17,14,17],[11,17,12,17],[9,17,10,17],[7,17,8,17],[3,4,3,6],[8,6,8,8],[8,1,8,2],[6,14,6,15],[16,15,17,15],[16,14,17,14],[14,15,15,15],[14,14,15,14],[12,15,13,15],[12,14,13,14],[10,15,11,15],[10,14,11,14],[8,15,9,15],[8,14,9,14]]}
[]
[]
["Forside:",{"$nulls":12},"Bagside:"]
["Darcy-forsøg:",null,null,null,"Kolonne-specifikationer",{"$nulls":9},"Sporstof-forsøg:"]
[{"$nulls":4},"Diameter (m)",null,null,null,"Δh regnes negativ, dvs.:"]
["KOLONNE ID: ____",null,null,null,"A (m2)",null,null,null,"h1: Opstrøms stigrør (højeste vandstand)"]
[{"$nulls":4},"L (m)",null,null,null,"h2: Nedstrøms stigrør (laveste vandstand)",{"$nulls":5},"Position af farvepuls",null,null,"Porevandshastighed",null,"KOLONNE ID: ____"]
[{"$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,{"$nulls":4},"Q (mL/min)"]
[null,0]
[{"$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"]