Jos_von_Asmuth_Thesis.pdf - repository

jçÇÉäáåÖ=ãìäíáéäÉ=ëíêÉëëÉë=áåÇáîáÇì~ä=ëÉêáÉë=çåäóI=~ÑíÉê=íÜÉ=Ñáêëí=êìå=çÑ=íÜÉ=ãçÇÉäK=qÜÉ=ãçÇÉä=êÉëìäíë=~åÇ=é~ê~ãÉíÉê=Éëíáã~íÉë=~êÉ=ëìãã~êáòÉÇ=áå=í~ÄäÉ=RKNK=få=íÜÉ=í~ÄäÉI=íïç=é~ê~ãÉíÉêë=~êÉ=ÖáîÉå=íÜ~í=ÇÉÑáåÉ=íÜÉ=ÖççÇåÉëë=çÑ=ÑáíW=íÜÉ=Éñéä~áåÉÇ=î~êá~åÅÉ=éÉêÅÉåí~ÖÉ=EbsmF=~åÇ=íÜÉ=oççí=jÉ~å=pèì~êÉÇ=bêêçê=EojpbFK=få=íÜÉ=ÇÉÑáåáíáçå=çÑ=bsmI=íÜÉ=êÉëáÇì~ä=î~êá~åÅÉ= σ =áë=ïÉáÖÜÉÇ=~ÅÅçêÇáåÖ=íç=íÜÉ=î~êá~åÅÉ=ã~ååÉêW==2 2h( t) −σn( t)2σh( t)σ2h(t)çÑ=íÜÉ=çêáÖáå~ä=ëáÖå~ä=áå=íÜÉ=ÑçääçïáåÖ=σEVP = *100%(5.15)=qÜÉ=êÉëìäíë=çÑ=íÜÉ=íáãÉ=ëÉêáÉë=ãçÇÉä=~êÉ=ëÜçïå=áå=ÑáÖìêÉ=RKOI=ïÜÉêÉ=íÜÉ=ãÉ~ëìêÉÇ=ÜÉ~Çë= h =EÇçíëF=~åÇ=éêÉÇáÅíÉÇ=ÜÉ~Çë=N∑i=1hi2n(t)+ d EëçäáÇF=~êÉ=éäçííÉÇ=íçÖÉíÜÉê=áå=íÜÉ=ìééÉê=Öê~éÜI=ïÜáäÉ= hi=áë=éäçííÉÇ=Ñçê=ÉîÉêó=ëíêÉëë=áå=íÜÉ=Öê~éÜë=ÄÉåÉ~íÜK13PredictionObservationsResults of series 46DP0032===NON=Head − refl (m)12.51211.5Rise (m) Rise (m) Rise (m) Rise (m)0.80.60.4−0.4−0.6−0.810.500.10−0.1VENRAYEINDHOVENSambeekBovenP.S. BERGEN1980 1985 1990 1995 2000Datefigure 5.2: The ground water head fluctuations in well 46DP0032 (top) decomposed in four partialseries due to (from top to bottom) rainfall, evaporation, river level fluctuations and a pumpingstation. Adding the partial series and the estimated drainage base ( d , see table 5.1) results in thepredicted series.=KKÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁÁKÁK