{"text_format":"2","workbook":"xls","n_sheets":13,"sheets":["Blad1","Den Bosch","Den Bosch Opmerkingen","Oijen","Land v. Cuyk","L.v.C. Opmerkingen","Heeswijk-Dinther","Vinkel","Aarle-Rixtel","Aarle-Rixtel leiding 4-1 ","Asten","Rips","Aa en Maas"],"not_rendered":{"charts":0,"images":0,"macros":0,"external_links":1,"defined_names":6,"comments":245,"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","formulas":"cached_only"}

{"sheet":"Blad1","index":0,"n_rows":6,"n_cols":2,"rows_kept":6,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[]
[]
[]
[]
[]
[null,"DEZE     FILE     ombouwen   tot   :   \"DE    persleidingen -File \" "]

{"sheet":"Den Bosch","index":1,"n_rows":45,"n_cols":25,"rows_kept":45,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
["TRANSPORTLEIDINGEN  RWZI  'S - HERTOGENBOSCH",{"$nulls":6},"MIN   wil zeggen  : B E N E D E N    NAP",{"$nulls":11},"1 augustus 2002"]
[{"$nulls":7},"bij DWA bedrijf (kleine Q)","bij RWA bedrijf;(GROTE Q)","BOK startpunt Trp.leid.","BOK afleverp.Trp.leid./",{"$nulls":13},"CapWat"]
["Volgnr.","Leidinggedeelte","Materiaal",null,"Diameter","Lengte","In bedrijf","maatgevend zuigpeil","maatgevend zuigpeil",null,"waterpeiltegendruk",null,null,"Opmerkingen",{"$nulls":10},"Diameter"]
[{"$nulls":4},"in mm","in m","sinds","m+NAP","m+NAP","m+NAP","m+NAP",{"$nulls":13},"<151mm"]
[{"$nulls":10},"attentie voor opmerking"]
[1,"  Gemaal Doeveren - gemaal Heesbeen","  HPE","Ø","106,6/125",2460,2002,"MIN  2.50 m","nvt","MIN 0.60","  + 1.04 m","DWA=RWA cap = 25 m3/h",{"$nulls":12},2460]
[2,"  Gemaal Heesbeen - gemaal Oudheusden","  PVC","Ø","184,6/200",2260,2000,"MIN  0.60 m","nvt","1.00",null,"DWA=RWA cap = 70 m3/h"]
[3,"  Gemaal Hedikhuizen - gem. riool Herpt","  HPE","Ø","?/110",1570,"1986","var.","nvt",null,null,"DWA=RWA cap = 21 m3/h",{"$nulls":12},1570]
[4,"  Vesting Heusden - put Oud Heusden (I)","  PVC","Ø","369,4/400",540,"1986","geen pompen","geen pompen",{"$nulls":4},"  vrij verval"]
[null,null,"  PVC","Ø","376,6/400",793,"1986",{"$nulls":6},"  vrij verval"]
[5,"  Oud Heusden - put Oud Heusden (I)","  PVC","Ø","470,8/500",75,"1986","geen pompen",{"$nulls":5},"  vrij verval"]
[6,"  Put Oud Heusden (I) - put Oud Heusden (II)","  PVC","Ø","470,8/500",269,"1986","geen pompen",{"$nulls":5},"  vrij verval"]
[7,"  Oud Heusden - put Oud Heusden (II)","  PVC","Ø","296,6/315",180,"1986","geen pompen",{"$nulls":5},"  vrij verval"]
[8,"  Put Oud Heusden (II) - gemaal Oud Heusden","  PVC","Ø","461,4/500",300,"1986","geen pompen",{"$nulls":5},"  vrij verval"]
[9,"  Gemaal Oud Heusden - injektiepunt Haarsteeg","  PVC","Ø","296,6/315",4990,1986,"MIN 3,30 m","MIN 0,55 m","MIN 1.55 m"," MIN 0.23 m","DWA: 200 m3/h RWA: 450 m3/h"]
[10,"  Gemaal Drunen - injektiepunt Haarsteeg","  PVC","Ø","461,4/500",1092,1977,"MIN 0.40 m","+1.40 m",null,null,"DWA: 320 m3/h RWA: 1000 m3/h"]
[null,null,"  asb.cement","Ø",500,4536,"1986",null,null,"MIN 0.40 m"]
[null,null,"  PVC","Ø","470,8/500",2855,2001,null,null,null," MIN 0.33 m"]
[11,"  Gemaal Elshout - injectiepunt Haarsteeg","  PVC","Ø","369,4/400",2025,2001,"MIN 2.00 m","MIN 0.60 m","  + 0.00 m",null,"DWA: 230 m3/h RWA: 500 m3/h"]
[null,null,"  asb.cement","Ø",500,25,2001]
[null,null,"  PVC","Ø","461,4/500",2819,1986,null,null,null," MIN 0.23 m"]
[12,"  Injektiepunt Haarsteeg - gemaal Haarsteeg","  beton","Ø",680,234,"1986","3 stuks betreffende gemalen !!!!",{"$nulls":5},"  voorgesp.?"]
[null,null,"  asb.cement","Ø",700,20,"1986",null,"3 stuks betreffende gemalen !!!!"]
[null,null,"  PSK","Ø",700,119,"1986",null,null,"MIN 0,33 m"]
[null,null,"  asb.cement","Ø",700,142,"1986",null,null,null,"+ 0.20 m / 1.00 m"]
[13,"  Gemaal Haarsteeg - RWZI 's-Hertogenbosch","  PVC","Ø","461,4/500",5679,2001,"MIN 2,80 m","MIN 1,50 m","MIN 2.03 m","+0.60 m / 6.53 m","DWA: 900 m3/h RWA: 3600 m3/h"]
[14,"  Gemaal Haarsteeg - injektiepunt Bokhoven(P6)","  asb.cement","Ø",700,1329,"1986","MIN 2,80 m","MIN 1,50 m","MIN 2.13 m",null,"DWA: 900 m3/h RWA: 3600 m3/h"]
[null,null,"  PSK","Ø",700,134,"1986"]
[null,null,"  asb.cement","Ø",700,2069,"1986",null,null,null,"+1,12 m"]
[15,"  Gemaal Bokhoven - injektiepunt Bokhoven(P6)","  HPE","Ø",110,2285,"1986","+ 0.50  m","+ 0.50 m ","+ 2.35 m","+1,12 m","DWA=RWA cap = 24 m3/h"]
[16,"  Injektiepunt Bokhoven(P6) - RWZI 's-Hertogenbosch","  asb.cement","Ø",700,2693,"1986","RG Haarsteeg of RG Bokhoven","RG Haarsteeg of RG Bokhoven","+1,12 m","+0.60 m / 6.53 m"]
[17,"  Gemaal Vught - gem. riool 's-Hertogenbosch","  asb.cement","Ø",500,154,"1986","+ 1.00 m"]
[null,null,"  bonna","Ø",500,31,"1986",null,"+ 3.00 m",{"$nulls":4},"  plaatst.kern?"]
[null,null,"  asb.cement","Ø",500,3840,"1986",null,null,"  + 2.35 m"]
[null,null,"  bonna","Ø",500,62,"1986",null,null,null," + 1.28 m / 2.50 m +NAP",null,null,"  plaatst.kern?"]
[null,null,"  asb.cement","Ø",500,1068,"1986",{"$nulls":4},"DWA : 300 m3/h RWA: 800 m3/h"]
[]
[null,"Gem RG Engelen - put 4 (in Haarsteeg-persleiding)","  PVC","Ø","296,6/315",99,"1978?","ca     + 0.00  m","ca   + 2.00  m","  + 3.50 m","  + 0.30 m","DWA: 200 ? m3/h RWA: 450 m3/h"]
[{"$nulls":4},"totaal-L",46648,{"$nulls":7},"totaal",{"$nulls":10},4030]
[{"$nulls":4},"V.V.",2157,{"$nulls":7},"vrij verval"]
[]
[{"$nulls":4},"Persl.",44491,{"$nulls":7},"persleiding"]
[null,"NB    ??????????????????????"]
[null,"In jan 1980 is een persleiding van RG Haarsteeg naar de Dieze-oever ",null,null,null,5530]
[null,"opgeleverd met een lengte van ca 5530 m AC  en een diam van 700 mm inw."]

{"sheet":"Den Bosch Opmerkingen","index":2,"n_rows":42,"n_cols":6,"rows_kept":42,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
{"$rows_empty":14}
[null,9,null,"Persleiding vanuit gemaal Oud-Heusden op gemaal aangesloten op "]
[null,null,null,"BOK van NAP MIN 1.55 m"]
[null,null,null,"Vloer van de natte kelder ligt op  NAP  MIN 4,55 m en het zuigpeil van de pompen "]
[null,null,null,"bij DWA-pompbedrijf   :    ",null," NAP MIN 3,30 m"]
[null,null,null,"bij RWA-pompbedrijf   :",null,"NAP MIN 0,55 m"]
[]
[]
[]
[null,12,null,"Put 9A"]
[null,null,null,"OUDE functie : doorvoer van effluent van een opgeheven zuivering  naar de Maas."]
[null,null,null,"Huidige functie : Aaneen koppelen van de persleidingen van RG Oudheusden( ),"]
[]
[]
[]
[]
[]
[]
[null,16,null,"Deze persleiding heeft tussen de putten P2/put oost en P3/put west   een complexe duiker constructie onder de Dieze door "]
[null,null,null,"Tek 4921.06-1    4921.06-3,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,"]
[]
[]
[]
[]
[null,17,null,"Vught leiding (eigendom van of Aa en Maas  of  de Dommel   NIET van Gem Den Bosch0"]
[null,null,null,"Tekeningen      :    4921.07"]
[{"$nulls":5},".08"]
[{"$nulls":5},".09"]
[{"$nulls":5},".10"]

{"sheet":"Oijen","index":3,"n_rows":53,"n_cols":25,"rows_kept":53,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
["TRANSPORTLEIDINGEN  RWZI  OIJEN",{"$nulls":15},"1 augustus 2002"]
[{"$nulls":24},"CapWat"]
["Volgnr.","Leidinggedeelte","Materiaal",null,"Diameter","Lengte","In bedrijf","BOK startpunt",null,"BOK afleverpunt",null,"Opmerkingen",{"$nulls":12},"Diameter"]
[{"$nulls":4},"in mm","in m","sinds","m+NAP",null,"m+NAP",{"$nulls":14},"<151mm"]
[]
[]
[null,"  A: Regio Oss"]
[" 1","  Gemaal Empel - Gemaal Maaijegatweg","  PVC","Ø","235,4/250",3580,"'78 // '03",{"$nulls":4},"Partieel verlegd in 2003",null,null,"√"]
[" 2","  Gemaal Maaijegatweg - gemaal Donkenweg","  asb.cement","Ø",700,4670,"1978",{"$nulls":7},"√"]
[" 3","  Gemaal Nuland - gemaal Donkenweg","  asb.cement","Ø",250,2450,"1978",{"$nulls":7},"√"]
[" 4","  Gemaal Geffen - gemaal Donkenweg","  asb.cement","Ø",250,2300,"1979",{"$nulls":7},"√"]
[" 5","  Gemaal Donkenweg - aanvoerriool Oss-RWZI Oijen","  asb.cement","Ø",700,6070,"1978",{"$nulls":7},"√"]
[" 6","  Gemaal Het Wild - gemaal Maren-Kessel","  PVC","Ø","117.6/125",4220,"'91 // '03",{"$nulls":4},"Partieel verlegd in 2003",null,null,"√",{"$nulls":9},4220]
[" 7","  Gemaal Maren-Kessel - gemaal Lith","  asb.cement","Ø",200,4350,"1973",{"$nulls":7},"√"]
[" 8","  Gemaal Lith - gemaal Lithoijen","  asb.cement","Ø",250,2250,"1980",{"$nulls":7},"√"]
[null,null,"  PVC","Ø","235,4/250",420,"1980",{"$nulls":7},"√"]
[" 9","  Gemaal Lithoijen - RWZI Oijen","  asb.cement","Ø",250,2800,"1980",{"$nulls":7},"√"]
[null,null,"  HPE","Ø","257,6/315",75,"1980",{"$nulls":7},"√"]
[null,null,"  PVC","Ø","296,6/315",900,"1987",{"$nulls":7},"√"]
["10","  Oss - RWZI Oijen","  gew. beton",null,"2450x1650",4302,"1975",{"$nulls":4},"  vrij verval",null,null,"√"]
["11","  Gemaal Berghem - riolering Oss","  asb.cement","Ø",200,530,"1967",{"$nulls":7},"√"]
[null,null,"  Bonna","Ø",300,67,{"$nulls":5},"  plaatst.kern",null,null,"√"]
["12","  RWZI Oijen - Teeffelse Wetering","  gew. beton","Ø",1800,1135,"1975",{"$nulls":4},"EFFluent leiding",null,null,"√"]
["13","  Gemaal Oijen - RWZI Oijen","  PVC","Ø","117,6/125",300,"1984",{"$nulls":7},"√"]
[null,null,"  PVC","Ø","150,6/160",2240,"1984",{"$nulls":7},"√"]
[]
[null,"  B: Regio Grave-West"]
["14","  Gemaal Huisseling - gemaal Ravenstein","  PVC","Ø","103,6/110",390,"1985",{"$nulls":17},390]
["15","  Gemaal Ravenstein - gemaal Dennenburg","  asb.cement","Ø",300,2700,"1983"]
["16","  Gemaal Demen - gemaal Dennenburg","  HPE","Ø","117,6/125",1840,"1987",{"$nulls":17},1840]
["17","  Dennenburg - gemaal Dennenburg","  asb.cement","Ø",300,470,"1983",{"$nulls":4},"  vrij verval"]
["18","  Gemaal Dennenburg - gemaal Harense Broek","  asb. cement","Ø",600,4010,"1983",2.3]
["19","  Gemaal Haren - gemaal Harense Broek","  PVC","Ø","117,6/125",1412.5,"1982",{"$nulls":17},1412.5]
["20","  Gemaal Megen - gemaal Harense Broek","  PVC","Ø","188,2/200",3030,"1983"]
["21","  Gemaal Macharen - gemaal Harense Broek","  PVC","Ø","117,6/125",1030,"1986",{"$nulls":17},1030]
["22","  Gemaal Harense Broek - RWZI Oijen","  asb.cement","Ø",700,5905.6,"1982/87"]
[]
[]
[]
[null,"  C: Regio Grave-Oost"]
["23","  Gemaal Grave - gemaal Wachthuis","  asb.cement","Ø",450,4600,"1984"]
["24","  Gemaal Reek - gemaal Wachthuis","  PVC","Ø","150,6/160",1620,"1982",null,"G22   Detaillengtes   nog in opmerking brengen."]
["25","  Gemaal Wachthuis - gemaal Pomona","  asb.cement","Ø",450,4280,"1984"]
["26","  Gemaal Schaijk - gemaal Pomona","  asb.cement","Ø",350,3400,"1983"]
["27","  Gemaal Herpen - gemaal Pomona","  PVC","Ø","150,6/160",320,"1982"]
["28","  Gemaal Overlangel - gemaal Pomona","  PVC","Ø","150,6/160",2820,"1984"]
["29","  Gemaal Pomona - gemaal Dennenburg","  asb.cement","Ø",600,3830,"1983"]
[]
[]
[{"$nulls":4},"totale L",84317.1,{"$nulls":18},8892.5]
[]
[{"$nulls":4},"persl.",78410.1]
[{"$nulls":4},"vrij vervall.",5907]

{"sheet":"Land v. Cuyk","index":4,"n_rows":78,"n_cols":25,"rows_kept":78,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
["TRANSPORTLEIDINGEN  RWZI  LAND  VAN  CUIJK  (I)",{"$nulls":19},"1 augustus 2002"]
[{"$nulls":8},"bij DWA bedrijf (kleine Q)","bij RWA bedrijf;(GROTE Q)","BOK startpunt Trp.leid.","BOK afleverp.Trp.leid./"]
["Volgnr.","Leidinggedeelte","Materiaal",null,"Diameter","Lengte","In bedrijf","Inhoud transportleiding","maatgevend zuigpeil","maatgevend zuigpeil",null,"waterpeiltegendruk",null,null,"Opmerkingen",null,"Planning onderhoud persleidingen",{"$nulls":7},"Diameter"]
[{"$nulls":4},"in mm","in m","sinds","in m³","m+NAP","m+NAP","m+NAP","m+NAP",null,null,null,2002,2003,2004,2005,2006,2007,2008,2009,null,"<151mm"]
[{"$nulls":11},"attentie voor opmerking"]
[null,"  A: Regio Mill"]
[" 1","  Gemaal Zeeland - druktoren Lage Peel","  asb.cement","Ø",350,3490,"1984",335.77734985033743,"13.60",16,"15.86 - 0.36 = 15.50","14,63/18,00","DWA:200 m3/h        RWA: 320 m3/h  "]
[" 2","  Gemaal Langenboom - druktoren Lage Peel","  PVC","Ø","188,2/200",740,"1985",20.58547247593864,"13.60","nvt","15.10 - 0.36 = 14.74","14,63/18,00","DWA=RWA cap = 70 m3/h"]
[" 3","  Druktoren Lage Peel - gemaal Mill","  asb.cement","Ø",400,5390,"1984",677.3273762024002,"var.","var","12.00 - 0.42 = 11.58","10.22/13.15","geen pompen"]
[" 4","  Gemaal Mill - gemaal Achterdijk","  asb.cement","Ø",450,3345,"1986",531.9992635237688,"7.00","9.50","10.44 - 0.47 = 9.97","9.14/10.50","DWA : 320 m3/h      RWA : 660 m3/h"]
[" 5","  Odiliapeel - gemaal De Peel","  PVC","Ø","374,4/400",2860,"1996",null,"geen pompen","geen pompen","17.87","13.79"]
[" 6","  Gemaal De Peel - druktoren Erica"," PVC ","Ø","296,6/315",5050,"1996",348.9181434043619,"13.70","15.00","15.50 - 0.30 = 15.20","13.50-0.30=13.20/18.00","DWA: 162 m3/h      RWA: 230 m3/h"]
[" 7","  Gemaal Wilbertoord - druktoren Erica"," PVC","Ø","117,6/125",1600,"1980",39.63654460409242,"geen tekening","nvt","16.07 - 0.12 = 15.95","nvt",{"$nulls":12},1600]
[null,null,null,"Ø","150,6/160",2000,"1996",35.626226183037716,null,null,"nvt","13.35-0.15=13.20/18.00"]
[" 8","  Druktoren Erika - gemaal Achterdijk","  PVC","Ø","296,6/315",2100,"1996",145.09467349488318,"geen tekening","geen pompen","10.85 - 0.30 = 10.55","10.00-0.30 = 9.70/11.20"]
[" 9","  Gemaal St. Hubert - gemaal Achterdijk","  PVC","Ø","188,2/200",100,"1984",2.7818206048565735,"8.40","nvt","9.16 - 0.16 = 9.00",null,"DWA=RWA cap = 60 m3/h"]
[null,null,"  PVC","Ø","150,6/160",880,"1984",15.675539520536594,null,null,"-","9.61 - 0.16 = 9.45/10.50"]
["10","  Gemaal Landhorst - gemaal Fortunaweg","  PVC","Ø","117,6/125",4540,"1980",49.31288119963175,"geen elecTROnisch-tek.","nvt","19.80 - 0.12 = 19.68","18,73 / 20.20",null,null,"  persleiding",{"$nulls":9},4540]
[null,null,"  PVC","Ø","188,2/200",870,"1980",null,null,null,"18.20","16.45",null,null,"  vrij verval"]
[null,null,"AC ","Ø",800,24,"1980",null,null,null,"16.45","16.40"]
["11","  Gemaal Fortunaweg - riolering Wanroij","  PVC","Ø","150,6/160",1740,"1975",30.99481677924281,"geen elecTROnisch-tek.","nvt","16.50 - 0.16 = 16.34","13.80"]
["12","  Gemaal Wanroij - gemaal Achterdijk","  PVC","Ø","235,4/250",2755,"1985",119.90144073925073,9.5,"11.00","10.90 - 0.24 = 10.66","9.35/11.20"]
["13","  Gemaal Achterdijk - injektiepunt Haps","  asb.cement","Ø",500,3575,"1986",701.949608628125,"8.00","9.75","10.17 - 0.53 = 9.64 ","8.50","DWA : 460 m3/h     RWA : 1145 m3/h"]
["14","  Gemaal Haps - injektiepunt Haps","  PVC","Ø","188,2/200",625,"1989",17.38637878035358,"7.60","9.00","8.40","8.65"]
["15","  Injektiepunt Haps - RWZI Land van Cuijk","  asb.cement","Ø",500,2625,"1986",515.4175447968751,null,null,"8.50","9.88/14.80"]
[]
[null,"  B: Regio Cuijk"]
["16","  Gemaal Gassel - gemaal Beers","  PVC","Ø","150,6/160",2655,"1985",47.293815257982565,"7.00","8.25","8.75 - 0.17 = 8.58","8.47 - 0.17 = 8.30"]
["17","  Gemaal Beers - Cuijk Hoofdgemaal","  PVC","Ø","235,4/250",3715,"1985",161.6819790730731,"7.20","8.30","7.83 - 0.26 = 7.57","8.24/9.50"]
["18","  Gemaal Linden - gemaal Cuijk-Haven","  PVC","Ø","117,6/125",3230,"1986",35.083833981235806,"7.15","8.10","8.00 - 0.12 = 7.88","9.50"]
["19","  Gemaal Cuijk-Haven - verz.punt Beersebaan","  PVC","Ø","334,2/355",1680,"1986",147.3710080717999,"7.50","8.50","8.43","-"]
[null,null,"  PVC","Ø","296,6/315",1100,"1986",76.00197183065309,null,null,"-","8.49"]
["20","  Gemaal Cuijk-Sportpark - verz.punt Beersebaan","  PVC","Ø","334,2/355",975,"1986",85.52781718452674,"7.25","8.25","9.10","-"]
[null,null,"  PVC","Ø","296,6/315",1240,"1986",85.6749500636453,null,null,"-","8.49"]
["21","  Verzamelpunt Beersebaan - Cuijk Hoofdgemaal","  PVC","Ø","470,8/500",140,"1986",24.37198069472973,null,null,"8.49","8.75/ 9.70 "]
["22","  Cuijk Hoofdgemaal - RWZI Land van Cuijk","  asb.cement","Ø",600,5470,"1986",1546.6060635641998,"6.50","8.00","9,27 - 0.65  = 8.62","10.08/14.80"]
["23","  Gemaal Vianen - gem. riolering Cuijk","  PVC","Ø","150,6/160",575,null,10.242540027623344,"7.70","8.60","9.65","???",null,null,"  overg. gem."]
["24","  Gemaal Katwijk - gem. riolering Cuijk","  PVC","Ø","150,6/160",930,null,16.566195175112536,"7.24","8.50","8.58","????",null,null,"  overg. gem."]
["25","  Gemaal St. Agatha - gem. riolering Cuijk","  PVC","Ø","103,6/110",1200,null,10.115576487502752,"8.50",9.5,"10.40","ca 10.70",null,null,"  overg. gem."]
["26","  Gemaal Oeffelt - RWZI Land van Cuijk","  PVC","Ø","188,2/200",3005,"1986",83.59370917594002,"9.10","ca 11.00","10.55","10.08/14.80 "]
["27","  RWZI Land van Cuijk - rivier de Maas","  asb.cement","Ø",1300,4260,"1986",null,null,null,"ca 8.60","6.50/7.60 !!!!!!",null,null,"  vrij verval"]
[]
[]
[]
["TRANSPORTLEIDINGEN  RWZI  LAND  VAN  CUIJK  (II)",{"$nulls":19},"1 augustus 2002"]
[]
["Volgnr.","Leidinggedeelte","Materiaal",null,"Diameter","Lengte","In bedrijf",{"$nulls":7},"Opmerkingen",null,null,"Planning onderhoud persleidingen"]
[{"$nulls":4},"in mm","in m","sinds",{"$nulls":8},2002,2003,2004,2005,2006,2007,2008,2009]
[]
[null,"  A: Regio Boxmeer-Oost"]
["28","  Gemaal Holthees - gemaal Vierlingsbeek","  PVC","Ø","150,6/160",1500,"1983",26.719669637278287,"ca   12.80"," ca  14.80","15..00 - 0.16 = 14.84","13.90 - 0.16 = 13.74"]
["29","  Gemaal Maashees - gemaal Vierlingsbeek","  PVC","Ø","150,6/160",2990,"1988",53.26120814364138,"ca   9.20","ca   11.00","14.00 - 0.16 = 13.84","13.90 - 0.16 = 13.74"]
["30","  Gemaal Vierlingsbeek - injektiepunt Groeningen","  asb.cement","Ø",250,2211,"1986",108.53220871865625,"11.80","13.00","10.75","12.00 - 0.305 = 11.70"]
["31","  Gemaal Groeningen - injektiepunt Groeningen","  PVC","Ø","117,6/125",25,"1986",0.271546702641144,"11.50","13.00","12.35","11.70",{"$nulls":12},25]
["32","  Injekiepunt Groeningen - gemaal Vortum Mullem","  asb.cement","Ø",250,1897,"1986",93.11876975996876,"nvt","nvt","12.00 - 0.305 = 11.70","12.75"]
["33","  Gemaal Vortum Mullem - Gemaal Het Snepke","  asb.cement","Ø","300 6 ato",5345,"1986",377.815786551675,"ca  9.00","ca 12.00","11.70","-"]
[null,null,"  asb.cement","Ø","300 10 ato",2345,"1986",165.758282406675,"-","-","-","11.00 - 0.32 = 10.68"]
["34","  Gemaal Boxmeer - gemaal Het Snepke","  asb.cement","Ø",500,2100,"1986",412.33403583750004,"9.30","11.00","10.55 - 0.25 = 10.30","11.00 - 0.54 = 10.46"]
["35","  Gemaal Beugen - gemaal Het Snepke","  PVC","Ø","150,6/160",900,"1991",16.031801782366973,"9.00","nvt","9.90 - 0.19 = 9.71","-"]
[null,null,"  PVC","Ø","188,2/200",1150,"1991",31.990936955850593,"-","-","-","11.00 - 0.16 = 10.84"]
["36","  Campina - gemaal Het Snepke","  PVC","Ø","188,2/200",1010,"1986",28.09638810905139,null,null,"10.24 - 0.19 = 10.05","11.00 - 0.21 = 10.79"]
["37","  Gemaal Het Snepke - RWZI Land van Cuijk","  asb.cement","Ø",700,5850,"1986",2251.3438356727497,"11.20","13.20","11.05 - 0.74 = 10.31","9.76 /14.80"]
[]
[null,"  B: Regio Boxmeer-West"]
["38","  Gemaal Overloon - injectiepunt Stevensbeek","  PVC","Ø","235,4/250",1063.74,"1990",46.295447757521075,"18.40","20.40","21.10 - 0.24 = 20.86","-"]
[null,null,"  PVC","Ø","296,6/315",3892,"1990",268.9087948771835,null,null,null,"15.84 - 0.15 = 15.69"]
["39","  Gemaal Stevensbeek - injectiepunt Stevensbeek",null,null,null,4,"1994",null,"15.80","17.40",null,"15.84 - 0.15 = 15.69"]
[null,"    Van injectiepunt Stevensbeek - gemaal St.Anthonis",null,null,null,3940.3,"1990",null,null,null,"15.84 - 0.15 = 15.69",15.8]
["40","  Gemaal Westerbeek - gemaal Oploo","  PVC","Ø","117,6/125",3525,"1990",38.2880850724013]
["41","  Gemaal Oploo - gemaal St. Anthonis","  PVC","Ø","188,2/200",4515,"1990",125.59920030927428]
["42","  Gemaal Ledeacker - gemaal St. Anthonis","  PVC","Ø","117,6/125",1270,"1988",13.794572494170115]
["43","  Gemaal St. Anthonis - gemaal Het Snepke","  PVC","Ø","376,6/400",4630,"1988",515.7408168800866,null,null,null,"11.00 - 0.37 = 10.63"]
["44","  Gemaal Rijkevoort - gemaal Het Snepke","  PVC","Ø","188,2/200",3030,"1988",84.28916432715417,null,null,null,"11.00 - 0.16 = 10.84"]
[]
[{"$nulls":5},127677.04000000001]
[]
[{"$nulls":4},"Persl.",119663.04000000001,null,10576.70707337156,{"$nulls":16},6165]
[{"$nulls":4},"VrijVervall.",8014]

{"sheet":"L.v.C. Opmerkingen","index":5,"n_rows":109,"n_cols":14,"rows_kept":109,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[]
[]
[null,"Tek.No.:","4911.00-1","Hoogte ligging persleiding  RG Achterdijk naar RWZI LvC",{"$nulls":4},"PLUS leiding specs"]
[null,null,"4911.00-2","Hoogte ligging persleiding  RG GrootLinden naar RG Cuyk-Haven",{"$nulls":5},"PLUS leiding specs"]
[null,null,"4911.00-3","Hoogte ligging persleiding  RG Gassel naar RG Beers en naar RG Cuyk-Heiligenberg",{"$nulls":7},"PLUS leiding specs"]
[null,null,"4911.00-4","Hoogte ligging persleiding  RG Cuyk-Haven naar RG Cuyk-Heiligenberg (=Hoofdgemaal)",{"$nulls":7},"GEEN leiding specs"]
[null,null,"4911.00-5","Hoogte ligging persleiding  RG Cuyk-Sportpark naar RG Cuyk-Heiligenberg",{"$nulls":6},"GEEN leiding specs"]
[null,null,"4911.00-6","Hoogte ligging persleiding Cuyk-Hoofdgemaal naar RWZI LvC",{"$nulls":5},"GEEN leiding specs"]
[null,null,"4911.00-7","Hoogte ligging persleiding RG Oeffelt naar RWZI LvC",{"$nulls":4},"GEEN leiding specs"]
[]
[]
[]
[]
[]
[null," 1","  Gemaal Zeeland - druktoren Lage Peel",null,null,null,"De persleiding vanuit Zeeland arriveert in Druktoren Lage Peel met"]
[{"$nulls":6},"een BOK van 14.99 - 0.36= 14,63 m+NAP zie Tek. : 4910,04"]
[{"$nulls":6},"( 14.99 m+NAP is kruinhoogte van de persleiding)"]
[]
[{"$nulls":6},"De druklijnen-tekening        4720.400  suggereert  een afleveringsniveau van   18.00 m +NAP"]
[]
[{"$nulls":7},"Zit er misschien een binnenpijp in de ketel van LAGE PEEL  die zijn uitmonding heeft op 18.00 m +NAP  ??"]
[]
[null,null,null,"maatgevend zuigpeil bij kleine pompcap.  : ",null,null,null,"13.60 m+NAP   dit is ongeveer het gemiddelde tussen inslagpeil en uitslagpeil van de DWA pomp"]
[]
[null,null,null,"maatgevend zuigpeil bij grote pompcap.  : ",null,null,null,"De grote pomp gaat pas draaien bij een veel hoger (zuig-)peil in de natte kelder. Voor het "]
[{"$nulls":7},"rekenwerk kan worden uitgegaan van een zuigpeil van 16.00 m+NAP"]
[]
[]
[]
[]
[null," 3","  Druktoren Lage Peel - gemaal Mill",null,null,null,"Gegevens uit tek 4720.400 druklijnen tekening voor RG Zeeland  en RG Langenboom."]
[]
[{"$nulls":6},"Beluchtingsniveau 18.75 m +NAP"]
[{"$nulls":6},"Als minder dan  .. .. .. .. .. .. m3/h naar de druktoren wordt gebracht zal het waterpeil onder het beluchtiongsniveau"]
[{"$nulls":6},"blijven , en zal er dus geen luchtdrukkussen op het wateropp. staan."]
[]
[{"$nulls":6},"In tek 4910.10 staat nog een tijdelijk lozingspunt dat nog steeds intact is en waar afvalwater het Peelkanaal in geleid kan worden als "]
[{"$nulls":6},"door omstandigheden downstream (RG Mill  of RG Achterdijk of nog verderop) , transport van afvalwater zou stagneren."]
[]
[{"$nulls":6},"De hoogte-ligging van het uiteinde van de persleiding van LagePeel naar Mill is 10.22 m +NAP echter binnen het beton van het gemaal"]
[{"$nulls":6},"wordt het water verder omhoog geleid naar een \"inloopkamer met slingergoot \" . De waterhoogte in deze inloopkamer wordt "]
[{"$nulls":6},"gefixeerd op 13.15 m+NAP door een muur (zie tek.: 7-350\\4724811.tif) Daarna stort het water in de natte kelder van RG Mill"]
[]
[]
[null," 4","  Gemaal Mill - gemaal Achterdijk",null,null,null,"De muurdoorvoer van de AC450 leiding vanuit Mill ligt op BOK 9.13 m+NAP. De pijp stroomt uit in een inloopkamer  "]
[{"$nulls":6},"waar het peil wordt gefixeerd, door een mur,  op 10.50 m+NAP"]
[]
[]
[null,"26","  Gemaal Oeffelt - RWZI Land van Cuijk",null,null,null,"De muurdoorvoer van de PVC200 leiding vanuit RG Oeffetlt ligt op BOK 10.08m+NAP"]
[{"$nulls":6},"De pijp stroomt uit in een inloopkamer( beluchte zand/vetvang ) waar het peil op een vaste hoogte gefixeerd is : 14.80 m+NAP"]
{"$rows_empty":8}
[null," 9","  Gemaal St. Hubert - gemaal Achterdijk",null,null,null,"De muurdoorvoer van de PVC150  leiding vanuit St.-Hubert ligt op BOK 9.45 m+NAP. De pijp stroomt uit in een inloopkamer  "]
[{"$nulls":6},"waar het peil wordt gefixeerd, door een mur,  op 10.50 m+NAP"]
[{"$nulls":6},"De instroomkamer wordt gedeeld met waterinloop van Mill"]
[]
[]
[]
[null,"12","  Gemaal Wanroij - gemaal Achterdijk",null,null,null,"De muurdoorvoer van de PVC250 leiding vanuit Wanroy ligt op BOK 9.35 m+NAP. De pijp stroomt uit in een inloopkamer  "]
[{"$nulls":6},"waar het peil wordt gefixeerd, door een muur,  op 11.20 m+NAP"]
[]
[]
[null,"13","  Gemaal Achterdijk - injektiepunt Haps",null,null,null,"Injectie punt is geen atmosferische , open kelder met een variabel waterpeil, maar "]
[{"$nulls":6},"de persleiding loopt daar door een afsluiterput en de persleiding van Haps wordt , in die put na de 500 mm-afsluiter,  "]
[{"$nulls":6}," in de persleiding van RG Achterdijk geleid."]
[]
[]
[null,"27","  RWZI Land van Cuijk - rivier de Maas",null,null,null,"De BOK van de leiding-uitmonding in de uiterwaard van de Maas : ",{"$nulls":5},"6.50 m+NAP"]
[{"$nulls":6},"Er zijn 4  hydraulische tegendrukken tte onderscheiden :",{"$nulls":4}," 7.60 m+NAP  = stuwpeil van Maasstuw  Grave"]
[{"$nulls":11}," 9.50 m+NAP  = \"Hoog water\" op de Maas"]
[{"$nulls":7},"zie Tek.: 4911.48",null,null,null,"11.50 m+NAP  = \"H Hoog water\" op de Maas"]
[{"$nulls":11},"13.30 m+NAP  =  Maximaal Hoog water op de Maas"]
[]
[]
[null,"19","  Gem. Cuijk-Haven - verz.punt Beersebaan",null,null,null,"Deze beide rioolgemalen gebruiken de persleidingen vandaag niet meer zoals in 1986/87 ontworpen en in gebruik "]
[null,"20","Gem. Cuijk-Sportpark - verz.punt Beersebaan",null,null,null,"genomen. Cuyk-Haven had een persleiding met een diam van 315 mm voor verreweg de grootste lengte    en "]
[{"$nulls":6},"het gemaal Cuyk-Sportpark had een persleiding van 355 mm diam. Een groot stuk van het traject liggen beide leidingen"]
[{"$nulls":6},"direct naast elkaar in de grond. Vanwege snel groeiende vraag naar pompcap. eind jaren '80 werd de ruimere persleiding "]
[{"$nulls":6},"van  Sportpark  \"aan Haven\" gegeven  vanaf de plek dat de Sportpark-leiding naast de Haven-leiding komt te liggen "]
[{"$nulls":6},"(Tek 4911.14-2) in het trajest. Sport park kreeg de dunnere Haven-leiding . Ook werd toen de laatste 140 m van beide leidingen vervangen "]
[null,"21","  Verzamelpunt Beersebaan - Cuijk Hoofdgemaal",null,null,null,"door een gezamenlijk stuk met een diam van 500 mm(buiten).(Onderdoorgang Beerse Baan)"]
[{"$nulls":6},"De leiding lengtes die in het voorgaande tabblad genoemd worden achter de verschillende diam. zijn de juiste zoals die "]
[{"$nulls":6},"diameters  NU (febr 2007) door de beide gemalen gebruikt worden"]
[]
[null,"22","  Cuijk Hoofdgemaal - RWZI Land van Cuijk",null,null,null,"De persleiding van Cuyk-Heiligenberg mondt uit in de beluchte zandvang (H2S-strippen) en daar wordt "]
[{"$nulls":6},"door een schot het waterpeil gehandhaafd op 14.80 m+NAP"]
[]
[null,"10","  Gemaal Landhorst - gemaal Fortunaweg",null,null,null,"De PERSleiding eindigt in \"LOZINGSPUT  B\"  met een hoog liggende uitstroomopening op 20.20 m+NAP "]
[{"$nulls":6},"Vanuit Lozingsput B stroomt het water atmosferisch door een  PVC 200/188,2  via put 3  naar Put A"]
[{"$nulls":6},"In put A gaat de PVC 200  leiding over in een AC-leiding 800mm"]
[{"$nulls":6},"De BOK van de PVC200 leiding verloopt van lozingsput B naar put A  : van 18.20  naar  16.45 m +NAP"]
[{"$nulls":6},"De BOK van de AC800 leiding verloopt van put A naar invoerstuk in wand  van rioolgemaal Fortunaweg "]
[{"$nulls":6},"van 16.45 m naar 16.40 m+NAP .  De lengte van de AC800 pijp is 24 meter."]
[]
[null," 8","  Druktoren Erika - gemaal Achterdijk",null,null,null,"De transportleiding vanaf Druktoren Erica mondt tpv RG Achterdijk uit in een instroomkamer  "]
[{"$nulls":6},"waarvan hetr waterpeil door een muur op  11.20 m +NAP wordt gefixeerd.",{"$nulls":6},"nog te controleren op tek van Achterdijk"]
[]
[]
[]
[]
[]
[null,"30","  Gemaal Vierlingsbeek - injektiepunt Groeningen",null,null,null,"De persleiding van Vierlingsbeek loopt tot aan RG Vortum-Mullem .  Het RG Groeningen injecteerd in deze "]
[{"$nulls":6},"persleiding . Deze persleiding passeert RG Groeningen tpv het injectiepunt op een hoogteligging (BOK) van 11,70 m +NAP"]

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[]
[]
[null,"Overzicht transportleidingen zuiveringsregio Aa per 8-4-2005",{"$nulls":8},"blad 2-5"]
[]
[]
["Zuiveringsgebied Dinther (2)"]
[]
["leiding nr.",null,"traject",null,null,"materiaal","diameter in mm","drukklasse",null,"m' persleiding ","m' vrijvervalleiding"]
[]
["3-1","Uden-rwzi Dinther",null,null,null,"a.c.","1000x36","1 ato",null,null,1222.1,"Hoogte aflevernivo in ontvangput RWZI Dinther BOK . ",{"$nulls":7},4.4,"m+NAP","nakijken of het Veghel-water door de 800*800 sparing moet"]
[null,null,"Gerepareerd/gerelined",null,null,"GVK",800,null,null,null,159.96,"Hoogte , BOK,  aansluiting van rioolstelsel Uden op transp.leiding ",{"$nulls":7},6.9,"m+NAP","of dat het het Uden water is dat door de sparing moet"]
[{"$nulls":5},"a.c.","1200x43","1 ato",null,null,3484.77,null,null,null,"H-statisch",{"$nulls":4},-2.5,"m","Welke tekening laat de kruinhoogte van de muur zien"]
[null,null,"B49N--ontvangput",null,null,"GVK",1200,null,null,null,42]
["terreinleiding:"]
[103,null,"van ontvangput naar vijzelput ",null,null,"GVK ",1600,null,null,null,179.8,"Hoogte aflevernivo in vijzelput RWZI Dinther BOK . ",{"$nulls":7},4.25,"m+NAP"]
[{"$nulls":11},"Hoogte , BOK,  van begin van leiding 103 ",{"$nulls":7},4.4,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},-0.15000000000000036,"m"]
[]
["3-2","gemaal Erp-leiding Uden",null,null,null,"a.c.","500x22","6 ato ",null,5078,null,"Hoogte aflevernivo in VrijVerval leiding van Uden(3-1) naar RWZI Dinther ",{"$nulls":7},7.49,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder RG Erp onder RWA-conditie",{"$nulls":7},10.49,"m+NAP"]
[{"$nulls":5},"p.v.c","500x475,4","6 ato kl.41",null,237.26,{"$nulls":4},"H-statisch",{"$nulls":4},-3,"m"]
[]
[]
[]
[]
[]
["3-3","Boekel-gemaal Erp",null,null,null,"ongew. beton","600x75","1 ato",null,null,3840.12,"Hoogte aflevernivo in natte kelder RG Erp  onder RWA-condities",{"$nulls":7},10,"m+NAP"]
[{"$nulls":11},"Hoogte , BOK,  aansluiting van rioolstelsel Boekel op transp.leiding 3-3",{"$nulls":7},12.45,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},-2.4499999999999993,"m"]
[{"$nulls":11},"Hoogte aflevernivo in natte kelder RG Erp  onder RWA-condities",{"$nulls":7},10,"m+NAP"]
[{"$nulls":11},"Hoogte,BOK (put C51),aansluiting  rioolstelsel Erp  op transp.leiding 3-3",{"$nulls":7},7.99,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},2.01,"m"]
[]
["3-4","overnamepunt - RG Venhorst",null,null,null,"Gew. beton ","800x24",null,null,null,760.23,"Hoogte aflevernivo in V.V.-leiding van Boekel(3-3) naar RG Erp (put C2)",{"$nulls":7},12.31,"m+NAP"]
[null,"gemaal Venhorst-gemeenteriool Boekel",{"$nulls":9},"Hoogte afpompnivo natte kelder RG Venhorst onder RWA-conditie",{"$nulls":7},18.5,"m+NAP"]
[{"$nulls":5},"p.v.c","160",null,null,2630.54,{"$nulls":4},"H-statisch",{"$nulls":4},-6.1899999999999995,"m"]
[]
[null,null,"gedeeltelijk parallel",null,null,"p.v.c","200",null,null,2619.94]
[]
[{"$nulls":5},"p.v.c","315x296,6",null,null,null,2855.02]
[]
[]
[]
["3-5","gemaal Keldonk-gemeenteriool Erp",null,null,null,"p.v.c","160x150,6","7,5 ato kl. 34 ",null,1598.78,null,"Hoogte aflevernivo in riolering Gem. Erp  onder RWA-condities",{"$nulls":7},10.39,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder RG Keldonk onder RWA-conditie",{"$nulls":7},9.3,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},1.0899999999999999,"m"]
[]
["3-6","gemaal Vorstenbosch-leiding Uden   ",null,null,null,"p.v.c","200x190,2","6 ato kl.41",null,884.68,null,"Hoogte aflevernivo in V.V.-leiding van Uden(3-3) naar RWZI Dinther (put C2)",{"$nulls":7},7.42,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder RG Vorstenbosch onder RWA-conditie",{"$nulls":7},7.3,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},0.1200000000000001,"m"]
[]
["3-7","Veghel-rwzi Dinther",null,null,null,"gewap. beton","1250",null,null,null,939.5999999999999,"Hoogte aflevernivo in ontvangput RWZI Dinther BOK . ",{"$nulls":7},4.4,"m+NAP","nakijken of het Veghel-water door de 800*800 sparing moet"]
[null,null,"van ontvangput naar vijzelput ",null,null,"GVK ",1600,null,null,null,179.8,"Hoogte , BOK,  aansluiting van rioolstelsel Veghel op transp.leiding ",{"$nulls":7},5.26,"m+NAP","of dat het het Uden water is dat door de sparing moet"]
[{"$nulls":14},"H-statisch",{"$nulls":4},-0.8599999999999994,"m","Welke tekening laat de kruinhoogte van de muur zien"]
[]
[]
[]
["3-8","gemaal Heeswijk Dinther-rwzi Dinther",null,null,null,"p.v.c","400x380,4","6 ato kl.41",null,4722.2,null,"Hoogte aflevernivo in stripperput RWZI Dinther ",{"$nulls":5},11.75,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder RG Heeswijk onder RWA-conditie",{"$nulls":5},5.3,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,6.45,"m"]
[]
["3-9","Schijndel-rwzi Dinther",null,null,null,"nodulair ","600",null,null,2272,null,"Hoogte aflevernivo in stripperput RWZI Dinther ",{"$nulls":5},11.75,"m+NAP"]
[null,null,"Bouwjaar 2006",null,null,"gietijzer","'700",null,null,6422,null,"Hoogte afpompnivo natte kelder RG Schijndel onder RWA-conditie",{"$nulls":5},6.55,"m+NAP"]
[{"$nulls":5},"GVK ","'700",null,null,240,{"$nulls":4},"H-statisch",null,null,5.2,"m"]
[]
[null,"Duin - transportl. vanaf Schijndel ",null,null,null,"Nod. Gietijzer","300",null,"ca",23,null,"Hoogte aflevernivo in T-stuk schijndel Transportl.(BOK) ",{"$nulls":5},8.15,"m+NAP"]
[null,null,"Bouwjaar 2006",{"$nulls":8},"Hoogte afpompnivo natte kelder RG Duin onder RWA-conditie",{"$nulls":5},9,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,-0.8499999999999996,"m"]
[]
[]
[{"$nulls":9},26728.4,13483.6]
[]
[{"$nulls":6},"totaal m'  pers en vrijvervalleiding",null,null,40212]

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["oslo","oslo"]
[]
[null,null,"nog helemaal geen pH verificatie"]
[]
[null,null,null,"Overzicht transportleidingen zuiveringsregio Aa per 8-4-2005"]
[]
[]
[null,null,"Zuiveringsgebied Vinkel (1)"]
[null,null,"Transportleidingen rwzi Vinkel",{"$nulls":6},"PERSL.","Vrij Verval",{"$nulls":15},"CapWat"]
[null,null,"leiding nr.",null,"traject",null,null,"materiaal","diameter ","lengte","lengte","In bedrijf","H-statisch","Opmerkingen",{"$nulls":12},"Diameter"]
[{"$nulls":8},"mm","m","m","sinds","m",{"$nulls":13},"<151mm"]
[]
[null,null,"1-1","gemaal Munnekens Vinkel--rwzi Vinkel",null,null,null,"ongew. beton",800,null,2991,null,null,"vrijverval","Hoogst mogelijke waterpeil aan ingang transport-leiding 1-1 : 6,90 m +NAP"]
[{"$nulls":8},"zie opmerking in cel hierboven",{"$nulls":5},"BOK van leiding-einde in ontvangstput RWZI Vinkel 1,75 m +NAP"]
[{"$nulls":15},"NB Onder zware RWA omstandigheden (of storing vijzels ) Kan in de ontvangstput"]
[{"$nulls":15},"van RWZI Vinkel een waterpeil van 5,60 m+NAP ontstaan [muur van nooduitlaat op : 5,60 m +NAP  ]"]
[]
[]
[null,null,"1-2","gemaal Heesch-gemaal Munnekens Vinkel",null,null,null,"a.c.","400*18",3830.75,{"$nulls":4},"Zuigpeil in kelder RG Heesch onder RWA-condities",{"$nulls":4},"4,00 m+NAP"]
[{"$nulls":14},"Monding persleiding RG Heesch (omhoogstaande pijp ) "]
[{"$nulls":15},"in perskelder M.-Vinkel  6,15 m +NAP "]
[{"$nulls":15},"NB Onder zware RWA staat in die perskelder het water"]
[{"$nulls":15},"tot aan overstort muur hoogte  : 6,90 m +NAP"]
[]
[null,null,"1-3","Nistelrode-gemaal Munnekens Vinkel",null,null,null,"ongew. beton",600,null,5018.13,null,null,"vrijverval","Hoogst mogelijke water peil in riolering Nistelrode onder RWA condities 9,50 m+NAP"]
[{"$nulls":14},"BOK van begin van de leiding 1-3 :  7,50 m+NAP"]
[{"$nulls":14},"Bok van de uitmonding van de V.V.-transportleiding in put NUL ,"]
[{"$nulls":14},"nabij RG Munnekes-Vinkel ,  : 2.12 m+NAP"]
[{"$nulls":15},"NB In put NUL bevindt zich een muur met nooduitlaat : muurhoogte 6,00 m+NAP"]
[{"$nulls":15},"Put NUL loost naar de natte zuigkelder van RG munnekes-Vinkel . Daar zal  "]
[{"$nulls":15},"onder RWA condities een waterpeil heersen van 4.00 m+NAP"]
[]
[null,null,"1-4","gemaal Loosbroek-leiding Nistelrode",null,null,null,"p.v.c.","200x190,2",2701.2500000000005,{"$nulls":4},"Zuigpeil in kelder RG Loosbroek onder RWA-condities",{"$nulls":4},"5,00m+NAP"]
[{"$nulls":14},"De persleiding van RG Loosbroek eindigt in een put op knikpunt K13.  De leiding eindigt met een opstaande "]
[{"$nulls":14},"bocht/pijp met de monding op 5,80 m+NAP. Deze put loost , door een terugslagklep heen , onder vrij verval  op put 10 van "]
[{"$nulls":14}," de V.V. leiding van Nistelrode naar RG Minneskes-Vinkel "]
[{"$nulls":15},"De monding van het leidingeinde ligt op 5,80 m+NAP maar de hydraulisch tegendruk wordt bepaald "]
[{"$nulls":15},"door het waterpeil onder RWA-condities in de natte zuigkelder van RG Munnekes-Vinkel:  4.00 m +NAP."]
[]
[null,null,"1-5","gemaal Berlicum-rwzi Vinkel",null,null,null,"a.c.",500,4782]
[]
[]
[]
[]
[null,null,"1-6","gemaal Den Dungen-gemaal Berlicum",null,null,null,"p.v.c.","315x305,4",1372,{"$nulls":4},"Zuigpeil in kelder RG Den Dungen onder RWA-condities",{"$nulls":5},"ca",1.75,"m +NAP"]
[{"$nulls":7},"p.v.c.","315x299,6",580,{"$nulls":4},"Afleverpeil in natte kelder van RG Berlicum onder RWA-condities",{"$nulls":6},4.37,"m +NAP"]
[{"$nulls":7},"p.v.c.","400x388",1054,{"$nulls":6},"H-statisch   ",{"$nulls":4},2.62,"m +NAP"]
[]
[]
[]
[]
[null,null,"1-7","gemaal Coudewater-leiding Den Dungen",null,null,null,"p.v.c.","125x118,8",2587.63,{"$nulls":4},"Zuigpeil in kelder RG Coudewater onder RWA-condities",{"$nulls":5},"ca",4,"m +NAP",null,null,null,2587.63]
[{"$nulls":14},"De persleiding van RG Coude water eindigt in een put in knikpunt K10 van de "]
[{"$nulls":15},"transport leiding van RG Den Dungen naar RG Berlicum (leiding No 1-6)"]
[{"$nulls":15},"De BOK van het leiding einde t.p.v K10 :  ",{"$nulls":5},2.27,"m +NAP"]
[{"$nulls":16},"H-statisch voor leiding 1-7 (totaan inprik in 1-6) ",{"$nulls":4},-1.73,"m +NAP"]
[]
[]
[{"$nulls":5},"Totale lengte persleidingen regio Vinkel",null,null,null,16907.63,{"$nulls":16},2587.63]
[]
[{"$nulls":5},"Totale lengte \"vrij verval\"-leidingen regio Vinkel",{"$nulls":4},8009.13]
[]
[{"$nulls":5},"Totale lengte transport-leidingen regio Vinkel",{"$nulls":5},24916.760000000002]
[]
[null,"Overzicht transportleidingen zuiveringsregio Aa per 8-4-2005",{"$nulls":9},"blad 1-5"]
[]
[]
["Zuiveringsgebied Vinkel (1)"]
[]
["leiding nr.",null,"traject",null,null,"materiaal","diameter in mm","drukklasse",null,"m' persleiding ",null,"m' vrijvervalleiding"]
[]
["1-1","gemaal Munnekens Vinkel--rwzi Vinkel",null,null,null,"ongew. beton","800x105",{"$nulls":4},2908]
["1-2","gemaal Heesch-gemaal Munnekens Vinkel",null,null,null,"a.c.","400x18","6 ato kl.41",null,3805]
["1-3","Nistelrode-gemaal Munnekens Vinkel",null,null,null,"ongew. beton","600x75",{"$nulls":4},5076]
["1-4","gemaal Loosbroek-leiding Nistelrode",null,null,null,"p.v.c.","200x190,2","6 ato kl.41",null,2696]
["1-5","gemaal Berlicum-rwzi Vinkel",null,null,null,"a.c.","500x22","6 ato ",null,4782]
["1-6","gemaal Den Dungen-gemaal Berlicum",null,null,null,"p.v.c.","315x305,4","4 ato kl. 65",null,1372]
[{"$nulls":5},"p.v.c.","315x299,6","6 ato kl.41",null,580]
[{"$nulls":5},"p.v.c.","400x388","4 ato kl. 65",null,1054]
["1-7","gemaal Coudewater-leiding Den Dungen",null,null,null,"p.v.c.","125x118,8","6 ato kl.41",null,2453]
[{"$nulls":9},16742,null,7984]
[]
[{"$nulls":6},"totaal m' pers + vrijvervalleiding",null,null,24726]

{"sheet":"Aarle-Rixtel","index":8,"n_rows":134,"n_cols":23,"rows_kept":134,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[]
[]
[null,"Overzicht transportleidingen zuiveringsregio Aa ",{"$nulls":8},"blad 3-5"]
[null,null,"met deze arcering :gecontroleerd en gecorrigeerd door pH"]
[]
["Zuiveringsgebied Aarle Rixtel ",{"$nulls":21},"CapWat"]
[{"$nulls":22},"Diameter"]
["leiding nr.",null,"traject",null,null,"materiaal","diameter in mm","drukklasse","Bouwj","m' persleiding ","m' vrijvervalleiding",{"$nulls":11},"<151mm"]
[]
["4-1","gemaal Deurne-Bakel-rwzi Aarle-Rixtel",null,null,null,"beton & GVK",">=1200 (incl GVK1800) binnendiam",null,null,null,318.68,"Hoogte aflevernivo in influentput RWZI Aarle-Rixtel onder RWA-condities",{"$nulls":7},14,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder RG Deurne onder RWA-conditie",{"$nulls":7},22.5,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},-8.5,"m"]
[null,"( De vijzel maakt gebruik van de betonnen leiding)",null,null,null,"ongew. beton","<= 720 mm binnen",null,null,null,1460.05]
[]
[]
[{"$nulls":5},"ongew. beton","<=900 mm binnen",null,null,null,6252.9800000000005]
[]
[]
[{"$nulls":5},"ongew. beton","=1000 mm binnen",null,null,null,2085.84]
[]
[]
[]
["4-1A","gemaal Deurne-Bakel-rwzi Aarle Rixtel",null,null,null,"p.v.c.","500",null,null,4853.1,null,"Hoogte aflevernivo in influentput RWZI Aarle-Rixtel onder RWA-condities",{"$nulls":7},14,"m+NAP"]
[null,"(de centrifugaalpompen maken gebruik van de PVC-leiding)",null,null,null,"PE","700","1 ato",null,null,4548.3,"Hoogte afpompnivo natte kelder RG Deurne onder RWA-conditie",{"$nulls":7},22.5,"m+NAP"]
[{"$nulls":5},"div","div",null,null,null,745,null,null,null,"H-statisch",{"$nulls":4},-8.5,"m"]
[]
[]
["4-2","gemaal 't Broek-rwzi Aarle Rixtel",null,null,null,"bonnasentab","900x70","5 ato",1972,2781.2099999999996,null,"Hoogte aflevernivo in influentput RWZI Aarle-Rixtel onder RWA-condities",{"$nulls":7},14,"m+NAP"]
[{"$nulls":5},"ongew. beton","900x110","1 ato","2000 ?",null,572,"Hoogte afpompnivo natte kelder RG 't Broek onder RWA-conditie ca ",{"$nulls":7},12,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},2,"m"]
[]
["4-3","Gemert - gemaal 't Broek",null,null,null,"ongew. beton","900x110","1 ato",null,null,2356.4900000000002,"Hoogte aflevernivo in zuigkelder RG 't Broek  onder RWA-condities",{"$nulls":7},9.4,"m+NAP"]
[{"$nulls":5},"GVK ","924x22",null,null,null,123.36,"Hoogte VrijVervaVertrek-nivo riolering Gemert(BOK) onder RWA-conditie ca ",{"$nulls":7},11.05,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},-1.6500000000000004,"m"]
[]
["4-4","Beek en Donk-gemaal 't Broek",null,null,null,"ongew. beton","1000x120","1 ato",null,null,1930.68,"Hoogte aflevernivo in zuigkelder RG 't Broek  onder RWA-condities",{"$nulls":7},9.4,"m+NAP"]
[null,null,"3 stuks duikers ",null,null,"beton ","700x ?? ",null,null,null,167.09999999999997,"Hoogte VrijVervaVertrek-nivo riolering Beek en Donk(BOK) onder RWA-conditie ca ",{"$nulls":7},10.72,"m+NAP"]
[{"$nulls":5},"GVK (lining ) ","800  820x19",null,null,null,185.37,null,null,null,"H-statisch",{"$nulls":4},-1.3200000000000003,"m"]
[]
["4-5","gemaal Lieshout-gemeenteriool Beek en D",null,null,null,"a.c.","350x16","6 ato",null,1525.13,null,"Hoogte aflevernivo in VV-riolering Beek&Donk  onder RWA-condities",{"$nulls":7},10.72,"m+NAP"]
[null,"Duiker (kruizing Goorloop)",null,null,null,"pvc","400x376,6",null,null,15.65,null,"Hoogte afpompnivo natte kelder RG Lieshout onder RWA-conditie ca ",{"$nulls":7},13.5,"m+NAP"]
[{"$nulls":5},"a.c.","450x20","6 ato",null,1293.33,{"$nulls":4},"H-statisch",{"$nulls":4},-2.7799999999999994,"m"]
[]
["4-6","gemaal Mariahout-put Goorloop",null,null,null,"p.v.c.","200x190,2","6 ato kl.41   }",null,3431.18,null,"Hoogte aflevernivo in trsp-leiding 4-5(Put A5) (Lieshout-Beek&Donk)  onder RWA-condities",{"$nulls":7},11.91,"m+NAP"]
[{"$nulls":5},"p.v.c.","200x188,2","7,5 ato kl.34 }",null,1297.84,null,"Hoogte afpompnivo natte kelder RG Mariahout onder RWA-conditie ca ",{"$nulls":7},12.65,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},-0.7400000000000002,"m"]
[]
["4-7","gemaal Aarle Rixtel-rwzi Aarle Rixtel",null,null,null,"p.v.c.","400x380,4","6 ato kl.41",null,1391.4,null,"Hoogte aflevernivo in influentput  onder RWA-condities",{"$nulls":7},14.35,"m+NAP"]
[{"$nulls":5},"GVK 1000  & GVK 1800",null,null,"        ca : ",null,48,"Hoogte afpompnivo natte kelder RG Aarle-Rixtel (Kannelust) onder RWA-conditie ca ",{"$nulls":7},13.8,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},0.5499999999999989,"m"]
[]
["4-8","gemaal Elsendorp-gemeenteriool Handel",null,null,null,"p.v.c.","160x152,2","6 ato kl.41",2003,3829.1,null,"Hoogte aflevernivo in VV-riolering Handel  onder RWA-condities",{"$nulls":7},20.44,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder RG Elzendorp onder RWA-conditie ca ",{"$nulls":7},22,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},-1.5599999999999987,"m"]
[]
["4-9","gemaal Boerdonk-gemeenteriool Beek en D",null,null,null,"p.v.c.","160x152,2","6 ato kl.41",2002,1836.8000000000002,null,"Hoogte aflevernivo in VV-riolering Beek en Donk  onder RWA-condities",{"$nulls":7},13.4,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder RG Boerdonk onder RWA-conditie ca ",{"$nulls":7},12,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},1.4000000000000004,"m"]
[]
["4-10","Gemaal de Rips-----VV-leid. :  4-3",null,null,null,"PE 100","????/200","SDR 17",2007,8398.44,null,"Hoogte aflevernivo in VV-leiding 4-3(Put 19) (Gemert-'t Broek)  onder RWA-condities",{"$nulls":7},10.95,"m+NAP"]
[{"$nulls":6},"????/250","SDR 17",2007,3011.8,null,"Hoogte afpompnivo natte kelder RG Rips onder RWA-conditie ca ",{"$nulls":7},23,"m+NAP"]
[{"$nulls":14},"H-statisch",{"$nulls":4},-12.05,"m"]
[]
["4-11","put ZWV-rwzi Aarle Rixtel (Helmond Oost)",null,null,null,"beton","1000",null,null,null,450]
[]
[]
[{"$nulls":9},33664.98,21243.850000000002]
[]
[{"$nulls":6},"totaal m' pers en vrijvervalleiding",null,null,54908.83]
[]
["P19 inprik de Rips",{"$nulls":9}," "]
[{"$nulls":4},"Leid.4-3"]
[null,null,"gemert - P19"]
[null,null,null,"P19 - RG broek"]
[null,null,null,76.29]
[null,null,null,72.03]
[null,null,null,62.21]
[null,null,62.49,69.32]
[null,null,70.42,76.77]
[null,null,70.31,79.71]
[null,null,70.42,88.95]
[null,null,70.48,65.73]
[null,null,60.53,71.23]
[null,null,74.39,59.75]
[null,null,88.47,89.9]
[null,null,68.4,90.1]
[null,null,72.42,72.41]
[null,null,72.29,70.44]
[null,null,68.33,54.22]
[null,null,72.37,6.02]
[null,null,80.49,30.94]
[null,null,85.69,42.02]
[null,null,39.68,26.71]
[null,null,64.32,5.01]
[null,null,66.01,12.66]
[]
[null,null,1257.51,1222.42,2479.9300000000003]
{"$rows_empty":12}
["leiding nr.",null,"traject",null,null,"materiaal","diameter in mm","drukklasse",null,"m' persleiding ","m' vrijvervalleiding"]
[]
["4-1","gemaal Deurne-Bakel-rwzi Aarle-Rixtel",null,null,null,"beton","1250",null,null,null,42]
[{"$nulls":5},"ongew. beton","800x75","1,5 ato",null,null,4592]
[{"$nulls":5},"ongew. beton","1000x120","1,5 ato",null,null,4660]
[{"$nulls":5},"ongew. beton","900x110","1 ato",null,null,525]
["4-1A","gemaal Deurne-Bakel-rwzi Aarle Rixtel",null,null,null,"p.v.c.","500",null,null,4853]
[{"$nulls":5},"g.v.k.","700","1 ato",null,null,4549]
["4-2","gemaal 't Broek-rwzi Aarle Rixtel",null,null,null,"bonnasentab","900x70","5 ato",null,2712]
[{"$nulls":5},"ongew. beton","900x110","1 ato",null,null,525]
["4-3","Gemert-gemaal 't Broek",null,null,null,"ongew. beton","900x110","1 ato",null,null,2462]
["4-4","Beek en Donk-gemaal 't Broek",null,null,null,"ongew. beton","1000x120","1 ato",null,null,2290]
["4-5","gemaal Lieshout-gemeenteriool Beek en D",null,null,null,"a.c.","350x16","6 ato",null,1528]
[{"$nulls":5},"a.c.","450x20","6 ato",null,1317]
["4-6","gemaal Mariahout-put Goorloop",null,null,null,"p.v.c.","200x190,2","6 ato kl.41   }"]
[{"$nulls":5},"p.v.c.","200x188,2","7,5 ato kl.34 }",null,4712]
["4-7","gemaal Aarle Rixtel-rwzi Aarle Rixtel",null,null,null,"p.v.c.","400x380,4","6 ato kl.41",null,1394]
["4-8","gemaal Elsendorp-gemeenteriool Handel",null,null,null,"p.v.c.","160x152,2","6 ato kl.41",null,3825,null,null,"L=3829,1 m  ipv 3825 m"]
["4-9","gemaal Boerdonk-gemeenteriool Beek en D",null,null,null,"p.v.c.","160x152,2","6 ato kl.41",null,1404,null,null,"L=1836,8 m  ipv 1404 m"]
["4-10 ?","put ZWV-rwzi Aarle Rixtel (Helmond Oost)",null,null,null,"beton","1000",null,null,null,450]
[null,"gemaal de Rips - V.Vleiding Gemert/'t Broek",null,null,null,"PE100SDR17Ø200","200","SDR17=10Bar",null,8243.800000000001]
["4-10",{"$nulls":4},"PE100SDR17Ø250","250","SDR11=16Bar",null,3166.6000000000004]
[{"$nulls":9},33155.4,20095]
[]
[{"$nulls":6},"totaal m' pers en vrijvervalleiding",null,null,53250.4]

{"sheet":"Aarle-Rixtel leiding 4-1 ","index":9,"n_rows":154,"n_cols":31,"rows_kept":154,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[]
[]
[null,"Transportleiding van RG Deurne  , via aansluiting Bakel, naar de RWZI Aqarle-Rixtel  :  Leiding 4-1 de grotendeels betonnen "]
[null,"vrij vervalleiding , waaraan de PVC leiding 4-1a  parallel is gelegd."]
[]
[null,"Vanwege het grote aantal verschillende materialen en diameters , maar vooral vanwege het grote aantal reparaties van rechte pijpeinden "]
[null,"en renovaties van duikers en putten , heb ik deze specificatie moeten maken ."]
[]
[null,"Spreasheet differentieert op inwendige diameter . Hoogte ligging van de diverse leidingdelen zijn niet gespecificeerd."]
[null,"De info in dit blad komt uit de 8 route kaarten voor voor deze leiding"]
[]
[]
[]
[{"$nulls":20},"820 mm",{"$nulls":5},"1200 mm"]
[{"$nulls":14},"Binnendiam",null,"Binnendiam",null,"Binnendiam",null,"Binnendiam",null,"Binnendiam",null,"Binnendiam",null,"Binnendiam",null,"Binnendiam"]
[{"$nulls":14},"600 mm",null,"630 mm",null," ca 720 mm",null,"800 mm",null,"900 mm",null,"1000 mm",null,"1250 mm",null,"1800 mm"]
[null,"Tek 4-1-8"]
[null,null,"Lengtes van rioolgemaal tot put 137(=knik K14)  (via K17/K16/K15/K14=put137)",{"$nulls":8},"Tek.: 4-01\\09867.dwg"]
[null,null,"RG - knik K17",null,null,"Beton  binnen 800 / wand ?? ",{"$nulls":13},"ca",10]
[]
[null,null,"K17 - K16 ",null,null,"Beton  binnen 800 / wand ?? ",{"$nulls":13},"ca",28]
[]
[null,null,"K16 - K15",null,null,"GVK 820/45",{"$nulls":13},"ca",46]
[]
[null,null,"K15 -K14(=put 137N)",null,null,"Beton  binnen 800 / wand ?? ",{"$nulls":13},"ca",72]
[]
[null,null,"Van put 137 t/m put 126 ",null,null,"Beton  binnen 800 / wand 75 ",{"$nulls":14},827.35]
[null,null,null,"Transportlengte op tek 4-1-8 :",{"$nulls":26},983.35]
[]
[null,"Tek 4-1-7"]
[null,null,"Put 126 - put 115",null,null,"Beton  binnen 800 / wand 75 ",null,null,null,"(1260,29-501,99)",{"$nulls":10},758.3]
[]
[null,null,"Put 115 - put 114A",null,"   Duiker ","GVK 600 /13,4 ",null,null,null,"(501,99-482,54)",{"$nulls":4},19.44999999999999]
[]
[null,null,"Put 114A - put 114",null,null,"GVK 800 /15,9 ",null,null,null,"(482,54-459,25)",{"$nulls":10},23.29000000000002]
[]
[null,null,"Put 114 - put 107",null,null,"Beton  binnen 800 / wand 75 ",null,null,null,"(459,25-0)",{"$nulls":10},459.25]
[null,null,null,"Transportlengte op tek 4-1-7 :",{"$nulls":26},1260.29]
[]
[null,"Tek 4-1-6"]
[null,null,"Put 107 - put 105",null,null,"Beton  binnen 800 / wand 75 ",null,null,null,"(1320,00-1198,24)",{"$nulls":10},121.75999999999999]
[]
[null,null,"Put 105 - put 103",null,null,"Relining / Reparatie",null,"PVC 630",{"$nulls":8},67.68]
[]
[null,null,"Put 103 - put 98",null,null,"Beton  binnen 800 / wand 75 ",null,null,null,"(1130,56-735,18)",{"$nulls":10},395.38]
[]
[null,null,"Put 98 - put 93",null,null,"Relining / Reparatie",null,"PVC 630",null,"(735,18-393,41)",{"$nulls":6},341.7699999999999]
[]
[null,null,"Put 93 - put 92",null,"Duiker (Kaweische loop) Beton 600 ",{"$nulls":9},18.36]
[]
[null,null,"Put 92 - put 91",null,null,"Relining / Reparatie",null,"PVC 630",{"$nulls":8},73.68]
[]
[null,null,"Put 91 - put 88",null,null,"Beton  binnen 800 / wand 75 ",null,null,null,"(301,32-89,51)",{"$nulls":10},211.81]
[]
[null,null,"Put 88 - put 87",null,null,"Wikkelbuis-reparatie ",null,null,"D(binnen): ca 720",{"$nulls":9},89.51]
[{"$nulls":6},"NB De wikkelbuis reparatie brengt een gladde kunststof buiswand"]
[{"$nulls":6},"ontstaan binnenin een beschadigde buis . De nieuwe binnendiam"]
[{"$nulls":6},"komt rondom de 720 mm te liggen ."]
[null,null,null,"Transportlengte op tek 4-1-6 :",{"$nulls":26},1319.9499999999998]
[]
[null,"Tek 4-1-5"]
[null,null,"Put 87 - put 85",null,null,"Beton  binnen 800 / wand 75 ",null,null,null,"(1299,65-1142,06)",{"$nulls":10},157.59000000000015]
[]
[null,null,"Put 85 - put 84",null,null,"Relining / Reparatie",null,"PVC 630",{"$nulls":8},69.75]
[]
[null,null,"Put 84 - put 81",null,null,"Beton  binnen 800 / wand 75 ",null,null,null,"(1072,31-863,39)",{"$nulls":10},208.91999999999996]
[]
[null,null,"Put 81 - put 80",null,null,"Relining / Reparatie",null,"PVC 630",{"$nulls":8},73.69]
[]
[null,null,"Put 80 - put 76",null,null,"Wikkelbuis-reparatie ",null,null,"D(binnen): ca 720",null,"(789,09-503,14)",{"$nulls":7},285.95000000000005]
[]
[null,null,"Put 76 - put Bakel",null,null,"Relining / Reparatie",null,"PVC 630",null,"(503,14-115,63)+31+1,70",{"$nulls":6},420.21]
[null,null,null,"Put Bakel  ligt tussen put 70 en put 69"]
[{"$nulls":4},"Put Bakel ligt  31 m downstream van put  70  ,en   17  m  upstream van put 69"]
[{"$nulls":4},"Put Bakel heeft een eigen transp.lengte van 3,70 m"]
[{"$nulls":5},"Op put 70 zit een noodoverlaat leiding met een drempel hoogte van 18.40 m +NAP"]
[null,null,"Put Bakel - put 68",null,null,"Relining / Reparatie",null,"Epoxibuis 800",null,"2,00+17,00+63,93",{"$nulls":10},82.93]
[null,null,null,"Transportlengte op tek 4-1-5 :",{"$nulls":26},1299.0400000000002]
[]
[null,"Tek 4-1-4"]
[null,null,"Put 68 - put 58",null,null,"Beton  binnen 1000 / wand 120 ",null,null,null,"(1324,47-638,84)",{"$nulls":14},685.63]
[]
[null,null,"Put 58 - put 56",null,null,"Relining / Reparatie",null,"Epoxibuis 800",null,"(638,84--492,29)",{"$nulls":10},146.55]
[]
[null,null,"Put 56 - put 52",null,null,"Beton  binnen 1000 / wand 120 ",null,null,null,"(492,29-201,20)",{"$nulls":10},291.09000000000003]
[]
[null,null,"Put 52 - put 49",null,null,"Relining / Reparatie",null,"Epoxibuis 800",null,"(201,20-0,00)",{"$nulls":10},201.2]
[null,null,null,"Transportlengte op tek 4-1-4 :",{"$nulls":26},1324.47]
[]
[null,"Tek 4-1-3"]
[null,null,"Put 49 - put 44",null,null,"Beton  binnen 1000 / wand 120 ",null,null,null,"(1294,71-937,42)",{"$nulls":14},357.2900000000001]
[]
[null,null,"Put 44 - put 38",null,null,"Relining / Reparatie",null,"Epoxibuis 800",null,"(937,42-550,16)",{"$nulls":10},387.26]
[]
[null,null,"Put 38 - put 36",null,null,"Beton  binnen 1000 / wand 120 ",null,null,null,"(70,21+72,19)",{"$nulls":14},142.39999999999998]
[]
[null,null,"Put 36 - put 35",null,null,"Relining / Reparatie",null,"Epoxibuis 800",{"$nulls":12},70.15]
[]
[null,null,"Put 35 - put 33",null,null,"Beton  binnen 1000 / wand 120 ",null,null,null,"(74,70+74,41)",{"$nulls":14},149.11]
[]
[null,null,"Put 33 - put 30",null,null,"Relining / Reparatie",null,"Epoxibuis 800",null,"(188,51-0)",{"$nulls":10},188.51]
[null,null,null,"Transportlengte op tek 4-1-3 :",{"$nulls":26},1294.72]
[]
[null,"Tek 4-1-2"]
[null,null,"Put 30 - put 25",null,null,"Beton  binnen 1000 / wand 120 ",null,null,null,"(1289,04-945,80)",{"$nulls":14},343.24]
[]
[null,null,"Put 25 - put 17",null,null,"Relining / Reparatie",null,"Epoxibuis 800",null,"(945,80-425,88)",{"$nulls":10},519.92]
[]
[null,null,"Put 17 - put 14",null,null,"Beton  binnen 1000 / wand 120 ",null,null,null,"(425,88-205,00)",{"$nulls":14},220.88]
[]
[null,null,"Put 14 - put 12",null,null,"Relining / Reparatie",null,"Epoxibuis 800",null,"(205,00-70,49)",{"$nulls":10},134.51]
[]
[null,null,"Put 12 - put 11",null,null,"Beton  binnen 1000 / wand 120 ",{"$nulls":18},70.49]
[null,null,null,"Transportlengte op tek 4-1-2 :",{"$nulls":26},1289.04]
[]
[null,"Tek 4-1-1"]
[null,"Het traject van deze tekening ( in de stroomrichting ) van put 3A tot aan het influentgebouw van de zuivering is sterk gewijzigd t.o.v. "]
[null,"deze tekening .: bijgebouwde putten , omgebouwde putten , wijzigingen van putnamen."]
[null,"Tevens wijzigingen van buismaterialen , en diameters . Samengevoegde leidingen en ook de BOK's licht gewijzigd"]
[]
[null,"Recentere info op tekeningen 34209 ( onderlinge ligging leidingen , BOK's , materialen en putnummers  maar GEEN lengtes)"]
[null,"     ",null,null,"10934    ( lengtes van pijpstukken )"]
[null,null,"Put  11  - put 3A",null,null,"Beton  binnen 1000 / wand 120 ",null,null,null,"(1314,38-745,97)",{"$nulls":10},568.4100000000001]
[{"$nulls":5},"Deze leiding is ge-relined met GVK 800 over een onbekende lengte "]
[null,null,null,"In put 3A wordt de vrijverval leiding 4-1 gecombineerd met de persleiding 4-1a beide uit Deurne / Bakel"]
[null,null,"Put 3A  zelf",null,null,"Bouwlengte",{"$nulls":19},"ca",3]
[null,null,"Put 3A - put X4",null,null,"GVK 1200    ",null,null,null,"1,78+47,09+28,08=76,95 m",{"$nulls":16},76.95]
[]
[null,null,"Put  X4  zelf",null,null,"Bouwlengte",{"$nulls":19},"ca",3]
[null,null,null,"In put X4  wordt de transportleiding 4-2 van RG 't Broek  gecombineerd met de transportleidingen  uit Deurne / Bakel"]
[null,null,"Put  X4  - put  X3",null,null,"GVK 1200",{"$nulls":20},29.76]
[]
[null,null,"Put  X3  zelf",null,null,"Bouwlengte",{"$nulls":19},"ca",3]
[null,null,null,"In put X3 werd vroeger  de transportleiding 4-2 van RG 't Broek  gecombineerd met de transportleidingen  uit Deurne / Bakel"]
[null,null,"Put  X3 - put  X2 ",null,null,"GVK 1200",{"$nulls":19},"ca",40]
[]
[null,null,"Put  X2  zelf",null,null,"Bouwlengte",{"$nulls":19},"ca",3]
[null,null,"Put  X2 - instroomput ZWV-duikers",{"$nulls":5},"Beton  binnen 1250 ; HPE-bekleed ",{"$nulls":17},40.07]
[]
[null,null,"Instroom ----Uitstroom-put ZWV-duikers",{"$nulls":5},"Dubbelpijps duiker ZWV binnendiam 2* beton 1000 mm (met PVC t-grip bekleding) parallel",{"$nulls":15},116.8]
[]
[null,null,"Uitstroomput ZWV-duikers   -   put  Y",{"$nulls":5},"Beton  binnen 1250 ; HPE-bekleed ",{"$nulls":17},8]
[]
[null,null,"Put  Y - put  105A",{"$nulls":5},"Beton  binnen 900 / wand ?? ",null,null,null,"(442,80-100,00**)",{"$nulls":9},342.8]
[{"$nulls":5},"Parallel leiding",null,null,"Beton  binnen 900 / wand ?? ",null,null,null,"(442,80-100,00**)"]
[{"$nulls":6},"**met de verbouwing van de Rwzi Aarle-Rixtel werd een nieuw influent gemaal "]
[{"$nulls":6},"gebouwd dat ca 100 m \"dichterbij\"  lag .Vandaar dat de laatste pijpstukken "]
[{"$nulls":6},"ca 100 m ingekort zijn  en eindigen in de nieuwe put 105A."]
[{"$nulls":5},"Vanuit put 105A kan het water via 2 parallelle routes naar het influentgebouw:"]
[null,null,"Put 105A - influentkelder ;    ",{"$nulls":5},"GVK 1800     ",null,"Korste route ",{"$nulls":17},26.7]
[{"$nulls":7},"GVK 1200 & GVK 1800",null,null,"Alternatieve (nood) route   via put 101A parallel aan kortste route",{"$nulls":15},47,null,38.2]
[null,null,null,"Transportlengte op tek 4-1-1  en recentere tekeningen  :",{"$nulls":26},1346.6900000000003]
[]
[{"$nulls":14},37.80999999999999,null,1046.78,null,375.46000000000004,null,5910.18,null,342.8,null,2085.84,null,253.78,null,64.9,null,10117.550000000001]

{"sheet":"Asten","index":10,"n_rows":77,"n_cols":21,"rows_kept":77,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
["oslo"]
[]
[null,"Overzicht transportleidingen zuiveringsregio Aa per 8-4-2005"]
[]
[{"$nulls":4},"controle en verbetering per nov 2007",null,null,null,"pH"]
["Zuiveringsgebied Asten (6)",{"$nulls":19},"CapWat"]
[{"$nulls":20},"Diameter"]
["leiding nr.",null,"traject",null,null,"materiaal","diameter in mm","drukklasse",null,"m' persleiding ","m' vrijvervalleiding",{"$nulls":9},"<151mm"]
[]
["6-1","gemaal de Hutten-rwzi Asten",null,null,null,"p.v.c.","315x299,6","6 ato kl.41",null,5679.800000000001,null,"Hoogte aflevernivo in strippertoren van Rwzi Asten",{"$nulls":5},26.7,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder RG Hutten onder RWA-conditie",{"$nulls":5},25.5,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,1.1999999999999993,"m"]
[]
["6-2","gemaal Liessel-gemaal de Hutten",null,null,null,"p.v.c.","250x237,8","6 ato kl.41",null,999.53,null,"Hoogte aflevernivo ivm opstaande pijp in natte kelder RG Hutten ",{"$nulls":5},26.8,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder RG Liessel onder RWA-conditie",{"$nulls":5},25.25,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,1.5500000000000007,"m"]
[]
["6-3","gemaal Neerkant-gemaal de Hutten",null,null,null,"p.v.c.","200x190,2","6 ato kl.41",null,5072.52,null,"Hoogte aflever nivo in natta kelder RG de Hutten onder RWA conditie",{"$nulls":5},28.6,"m+NAP"]
[null,null,null,"Bouwj. 1982 ?",{"$nulls":7},"Hoogte afpompnivo natte kelder RG RG Neerkant onder RWA-conditie",{"$nulls":5},27.5,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,1.1000000000000014,"m"]
[]
[null,null,"parallel-leidig",null,null,"p.v.c.","200x190,2","6 ato kl.41",null,3616.38,null,"Zie hierboven leiding 6-3"]
[null,null,null,"Bouwj. 1999 ?",{"$nulls":7},"Aflevernivo voor parallelleiding is gelijk aan dat van oorspronkelijke leiding 28,60 m+NAP"]
[]
[]
["6-4","gemaal Helenaveen-gemaal Neerkant",null,null,null,"p.v.c.","160x152,2","6 ato kl.41",null,4506.7699999999995,null,"Hoogte aflever nivo in natta kelder RG Neerkant onder RWA conditie",{"$nulls":5},31.6,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder RG Helenaveen onder RWA-conditie",{"$nulls":5},31.3,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,0.3000000000000007,"m"]
[]
["6-5","gemaal Someren Zuid-\"put Z\"",null,null,null,"p.v.c.","315x299,6","6 ato kl.41",null,2228.8999999999996,null,"Hoogte aflever nivo in \"put Z\"(Lage Akkerweg/Mertelweg)",{"$nulls":5},26.4,"m+NAP"]
[null,null,null,"Bouwj. 1967",{"$nulls":7},"Hoogte afpompnivo natte kelder RG Someren Zuid onder RWA-conditie",{"$nulls":5},24.1,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,2.299999999999997,"m"]
[]
[null,null,"\"Put Z\" - rwzi Asten",null,null,"ongew. beton","800x100","1,5 ato",null,null,1356.44,"Hoogte aflever nivo in influentput Rwzi Asten onder RWA conditie",{"$nulls":5},23.4,"m+NAP"]
[null,null,null,"Bouwj. 1967",{"$nulls":7},"Hoogte afloopnivo (Vrij Verval) tpv \"put Z\" onder RWA-conditie",{"$nulls":5},26.4,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,-3,"m"]
[]
["6-6","gemaal Someren Noord- put Z",null,null,null,"p.v.c.","400x380,4","6 ato kl.41",null,531.94,null,"Hoogte aflever nivo in \"put Z\"(Lage Akkerweg/Mertelweg)",{"$nulls":5},26.4,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder RG Someren Noord onder RWA-conditie",{"$nulls":5},22,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,4.399999999999999,"m"]
[]
["6-7","gemaal Lierop-gemeenteriool Someren",null,null,null,"p.v.c.","160x152,2","6 ato kl.41",null,3929.6000000000004,null,"Hoogte aflever nivo in rioleringsput Somerse riool(Noorderlaan)",{"$nulls":5},23.14,"m+NAP"]
[null,null,null,"Bouwj. ",{"$nulls":7},"Hoogte afpompnivo natte kelder RG Lierop onder RWA-conditie",{"$nulls":5},21.5,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,1.6400000000000006,"m"]
[]
["6-7a",null,"parallelleiding",null,null,"p.v.c.","200x188,2","kl. 34",null,4349,null,"Hoogte aflever nivo in rioleringsput Somerse riool(Dr Eynattenlaan)",{"$nulls":5},24.6,"m+NAP"]
[null,null,null,"Bouwj. ",{"$nulls":7},"Hoogte afpompnivo natte kelder RG Lierop onder RWA-conditie",{"$nulls":5},21.5,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,3.1000000000000014,"m"]
[]
["6-8","gemaal Vlierden-Ommel-Asten-rwzi Asten",null,null,null,"p.v.c.","200x190,2","6 ato kl.41",null,1621.17,null,"Hoogte aflever nivo in influentput Rwzi Asten onder RWA conditie",{"$nulls":5},23.4,"m+NAP"]
[null,null,null,"Bouwj. Ca 1976",{"$nulls":7},"Hoogte afpompnivo natte kelder RG Vlierden onder RWA-conditie",{"$nulls":5},21.4,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,2,"m"]
[]
[{"$nulls":5},"p.v.c.","250x237,8","6 ato kl.41",null,1650.67]
[]
[]
[null,null,"gemaal Ommel -Asten-rwzi Asten",null,null,"p.v.c.","315x299,6","6 ato kl.41",null,2159.24,null,"Hoogte aflever nivo in influentput Rwzi Asten onder RWA conditie",{"$nulls":5},23.4,"m+NAP"]
[null,null,null,"Bouwj. Ca 1976",{"$nulls":7},"Hoogte afpompnivo natte kelder RG Ommel onder RWA-conditie",{"$nulls":5},21.5,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,1.8999999999999986,"m"]
[{"$nulls":5},"p.v.c.","400x380,4","6 ato kl.41",null,1326.83]
[]
[]
[{"$nulls":5},"beton","900x100","1,5 ato",null,null,629.82]
[]
[]
["6-9","gemaal Someren Heide-gemeenteriool Som",null,null,null,"p.v.c.","110x103,4","7,5 ato kl.34",null,2916.6,null,"Hoogte aflever nivo in rioleringsput Somerse riool(Boerenkamplaan 67)",{"$nulls":5},25.09,"m+NAP"]
[null,null,null,"Bouwj. 2000  ??",{"$nulls":7},"Hoogte afpompnivo natte kelder RG Som.Heide onder RWA-conditie",{"$nulls":5},25.1,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,-0.010000000000001563,"m"]
["6-10","gemaal Heusden-leiding van de Hutten",null,null,null,"p.v.c.","200x188,2","7,5 ato kl.34",null,874.6,null,"Hoogte aflever nivo in leiding 6-1(hutten-persleiding)",{"$nulls":5},21.49,"m+NAP"]
[{"$nulls":11},"Hoogte afpompnivo natte kelder Heusden onder RWA-conditie",{"$nulls":5},25.6,"m+NAP"]
[{"$nulls":14},"H-statisch",null,null,-4.110000000000003,"m"]
[]
[]
[]
[{"$nulls":9},41463.549999999996,1986.2600000000002]
[]
[{"$nulls":6},"totaal m' pers en vrijvervalleiding",null,null,43449.81]

{"sheet":"Rips","index":11,"n_rows":16,"n_cols":11,"rows_kept":16,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[]
[]
[]
["Zuiveringsgebied Rips (5)"]
[]
["leiding nr.",null,"traject",null,null,"materiaal","diameter in mm","drukklasse",null,"m' persleiding ","m' vrijvervalleiding"]
[null,"V E R V A L L E N   P E R  D E C  2006"]
["5-1","gemaal Rips-rwzi Rips",null,null,null,"p.v.c.","160x152,2","6 ato kl.41",null,675]
[{"$nulls":9},675]
[]
[]
[null,"NB per nov 2006 komt een nieuwe persleiding in bedijf die het afvalwater van rioleringskern de Rips afvoert naar de vrij vervalleiding "]
[null,"van Gemert naar RG 't Broek.    RG 't Broek perst naar Rwzi Aarle Rixtel."]
[null,"Het nieuwe gemaal de Rips ligt op het terrein van de oude RWZI de Rips "]
[null,"Een nieuwe VV-leiding Ø400 PVC (SN8) verbindt de locatie van het OUDE RG de Rips met de locatie van het nieuwe RG de Rips  L= ca 670,1 m"]
[null,"Voor de persleiding van het vernieuwde RG de Rips zie info regio Aarle-Rixtel."]

{"sheet":"Aa en Maas","index":12,"n_rows":24,"n_cols":10,"rows_kept":24,"cut":false,"hidden":false,"merged":[],"flags":["formulas_cached_only"]}
[]
[]
[]
[null,null,null,"persleidinglengte",null,"lengte Vrij Verval riool",null,null,"gesommeerde transportleidinglengte"]
[]
[null,"Den Bosch",null,44491,"+",2157,null,"=",46648]
[]
[null,"Oyen",null,78410.1,"+",5907,null,"=",84317.1]
[]
[null,"Land van Cuyk",null,119663.04000000001,"+",8014,null,"=",127677.04000000001]
[]
[null,"Heeswijk-Dinther",null,26728.4,"+",13483.6,null,"=",40212]
[]
[null,"Vinkel",null,16907.63,"+",8009.13,null,"=",24916.760000000002]
[]
[null,"Aarle-Rixtel",null,33664.98,"+",21243.850000000002,null,"=",54908.83]
[]
[null,"Asten",null,41463.549999999996,"+",1986.2600000000002,null,"=",43449.81]
[]
[null,"Rips",null,null,"+",null,null,"=",null,"wijzigen"]
[]
[{"$nulls":8},422129.54000000004]
[]
[null,null,null,361328.7,"+",60800.840000000004,null,"=",422129.54000000004]