- Page 1: P-W " ~ - ~ ` %I , 0 .; , ./ 1~ '`~
- Page 5 and 6: Bibliographic information published
- Page 8 and 9: 1 Introduction . . . . . . . . . .
- Page 10: Introduction
- Page 13 and 14: implemented in order to minimize th
- Page 15 and 16: --- National border Cities h~ Water
- Page 18 and 19: 2.1 The TRACE Model TRACE (Vereecke
- Page 20 and 21: equal to h + z . Another special ty
- Page 22 and 23: Y ö Ü 0 .8 ö 0 .6 - U 0 .4 0 .2
- Page 24 and 25: No =Np +Ni (13) The overflowing buc
- Page 26 and 27: lysimeter results for different soi
- Page 28 and 29: 1 z 71.1 NW NE PArMOORE, SW / X / I
- Page 30 and 31: 0,9 Deciduous forest (sandy soil) -
- Page 32 and 33: 2.2.5 Deriving the groundwater rech
- Page 34 and 35: Arranged MoLR-values according to s
- Page 36 and 37: It is then verified for the remaini
- Page 38 and 39: Fig . 7 summarizes the procedure in
- Page 40: Data preparation and regionalizatio
- Page 43 and 44: crops are corn, potatoes and oat .
- Page 45 and 46: This relation was used to calculate
- Page 47 and 48: The results of the PTFs are shown i
- Page 49 and 50: The mean precipitation measured at
- Page 51 and 52: 3.2.1 Climatic data bases All the c
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--- National border ( . Waterbodies
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National border _ . Waterbodies Cit
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Tab . 7 : Landcover categories in t
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TaE&Pere4ae dmebndcvrunmo$eCLCdassu
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Groundwater level The groundwater n
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Sites with a medium to deep depth t
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The available field moisture capaci
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The cMla~ Ns m mgh mrsmm|d«anc s o
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-- National border Waterbodies " Ci
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The sum of the available field capa
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68 0Holocene 0Pleistocene 0Tertiary
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National border Waterbodies Cities
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-- National border Waterbodies " Ci
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The higher relief energy of the Rhe
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Model results
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Fig . 18 shows the results of this
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-- National border Waterbodies " Ci
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-- National border Waterbodies " Ci
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4.2.2 Total runoff Fig . 21 shows t
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Tab . 16 shows the statistical data
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-- National border Waterbodies " Ci
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92 sn d R za 0 direct runoff level
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Tab . 18 : Ranges and medians of th
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In the consolidated rock regions of
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5.1 Microscale The validation of wa
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( In order to evaluate the model pe
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0.4 0 .35 0.3 0 .25 0.2 0 .15 0.1 0
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indicate that all relevant processe
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possible determined by lysimeter ex
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The vIdälon U me mo+ rs |s! wa p~r
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leading to a lowering of the local
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m -12 E 0 r- 2 E 2) 200 m r 0m m 3
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GROWA and TRACE . For this purpose,
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A slight improvement of the coeffic
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The results of these investigations
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Disaggregation of nutrient balances
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ers to obtain information about are
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component thus serves as a coordina
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ating function not necessarily havi
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included in an analysis as spatial
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Tab . 23 : Classification quality a
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--- National border Cities Map edit
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On the assumption that each process
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138 Aachen 6.4 Conclusion Dueren __
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Summary
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BK50, the digital hydro-geological
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References
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Doorenbos, J & Pruitt . W.O . (1977
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Jahn, R (2002) : Erstellung eines h
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RWE Power (2004) : http://www.rwepo
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Schriften des Forschungszentrums J
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Schriften des Forschungszentrums J
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Schriften des Forschungszentrums J
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Schriften des Forschungszentrums J
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Despite the fact that a clear water