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Base flow Calculation in MATSIRO

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Base flow Calculation in MATSIRO Kei YOSHIMURA Rb (2004) Ks0 2m f 0.33 Sand/GSWP2 9.9E ... – PowerPoint PPT presentation

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Title: Base flow Calculation in MATSIRO


1
Base flow Calculation in MATSIRO
  • Kei YOSHIMURA

2
????(Rb)???
?
?
?
  • ??(2004)???Ks0???2m??????f?0.33?Sand/GSWP2??9.9E
    -3m/s9.9mm/s Clayloam/GSWP2??5.8E-4m/s0.
    58mm/s
  • ???????????????z0.5m???0.6?z1m???0.13?z2m???0
    .007
  • tanß???????(Ls2v3/tanß)grtans-islscp1
    grzsd-gswp2??????0.001???GTOPO30/???/0.1????????
    ?????????????????????0.0003??
  • Clayloam?z0.5m?????9mm/day?
  • Clayloam?z2m?????0.09mm/day?

3
???????(z)??
  • ???????????????????????????????(????z?????Zk_u
    p???????????k????????)? ?k(???0.1m0.8m)?????????
    ??????
  • ? ?k?????????????????????????????????????????????
    ????
  • ??????????????????????????????

4
?????(????3?)
In matroi.F (matrof.F in the original MATSIRO)
ltlt mean water table depth gtgt DO
1300 IJ ISTA, IEND IF ( ILSFC( IJ
).GT.1 .AND. ISAT ( IJ ).GE.0
.AND. K.LT.KFTAB( IJ ) ) THEN
WTABDX WLEVM( K ) - GPSI( IJ,K )
IF ( WTABDX .LE. WLEVM( K1 ) ) THEN
WTABD( IJ ) WTABDX
KWTAB( IJ ) K kei ELSEIF (
K.NE.KWMAX ) THEN WTABD( IJ )
WLEVM( K1 ) KWTAB( IJ )
K1 kei ENDIF IF (
GLW(IJ,K) .LT. GWS(IJ,K)-EPSGW ) ISAT( IJ ) -1
ENDIF 1300 CONTINUE
5
?????????????ERA15????1979???(????)
  • ????????/??????(P962.6mm/y)
  • 0.15 ? 31.5 (0.5/343.6 mm/y ? 112.1/355.1
    mm/y)
  • ????/???? 182.5/618.6 mm/y ? 181.6/607.3 mm/y

6
?????????????????(140.5N,36.5N)
7
????????????????????(100.5N,16.5N)
8
?????????????GPV-MSM????2004???(Thanks to ???)
  • ??????/??????(P1792.0mm/y)
  • 0.3 ? 11.2 (3.0/1004.1 mm/y ? 112.9/1009.7
    mm/y)
  • ????/???? 222.0/700.1 mm/y ? 222.1/695.4
    mm/y

???
???
9
???????????????????(139.65N,36.15N), 8939km2
10
MATSIRO-MSM 06/02/06-07
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