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1 18
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4 GIS ()
5 phf-cl - NO3 - SO4 2- Na + NH4 + K + Mg 2+ Ca ph t/km 2 ~2.5t/km 2 BOD BOD75% BODTP TPTP NO3-N 4
6 WEP Model(Water and Energy transfer Process Model) GIS 3.2, () Conference (Bangkok), X-band radar Conference (Bangkok),
7
8 Leivestad and Muniz(1976) (1993,2006 ) ph Dionex SHIBATA(Model W-101) Dionex MODEL DX-320 F-Cl - NO3 - SO4 2- Na + NH4 + K + Mg 2+ Ca cm No H ph ph ph ph ph ph H 7
9 ph ph 2000 ph eq/l 0.06eq/l K + Mg 2+ Ca 2 ph SO4 2- NO3 - ph 8
10 Ca 2 K + Mg 2+ NH t/km t/km / / /
11 1/10 1/ /
12 5 1 Kriging Method 11
13 t/km 2 2.5t/km 2 0.5t/km 2 Vol (1989) ph Vol (1993) ph Vol (2006) Leivestad,H. and Muniz, I. P. Fish kill at low ph in a Norwegian river, Nature, Vol.295,
14 1. ( 1) ph BOD, L 1:1 in vivo Trilogy (Turner Designs, Sunnyvale CA, USA) GF/F Alef & Nannipieri (1995) (UV-1200, ) 1 ph/ec (D-54,) ()1.0, 0.45, 0.22, 0.1 µm 10 ml Trilogy ph ph 10-7 ( 2) ( 3) 18 % 50 % EC ph ph 3.0 NTU 7.4 NTU 3.3 NTU ( 4)100 % 86% 13
15 in vivo a RFU 5.2 RFU % mg/l 1.43 mg/l 1.16 mg/l ( 6) 5.6 % mg/l mg/l mg/l 1.5 % ( 7) mg/l mg/l mg/l ( 8) 53 % ppm0.069 ppm % (AlPO 4 Al PO 4 pk sp =18.2) (FePO 4 Fe PO 4 pk sp =22) ( 1) 3.2 1: ml 100 ml 5 cm 2 ml Trilogy (Turner design), 3.3 NTU 3.0 ( 4,10) NTU 0.92 NTU 1.2 NTU ( 10) NTU 0.63 NTU 0.57 NTU 14
16 , 0.45, 0.22, 0.1 µm Trilogy 3000 rpm ( 2000 RCF) 3.7 NTU µm 0.32 NTU 9 1 µm ( 11) 0.45 µm NTU 1/ µm 0.22 µm NTU NTU 0.1 µm NTU 0.22 µm 2 1 µm 10% 1 µm 1/2 1 µm 0.45 µm 3000 rpm 10 1 µm Stokes v v = d 2 18 σ ρ η rω 2 d :σ : ρ : η : r : ω : kg m kg m -1 s rpm 15 cm 3 cm 5 µm 5 µm 1 µm in vivo ( 12,) 9 10 MJ/m 2 17 MJ/m 2 25 MJ/m 2 ( 13 ) NTU NTU ( 14) ( 14) 11 15
17 ( 15) µm (JSM6380LANV+HVB51-X0394, ) (C, O, Al, Si) ( 16e) ( 16a) ( 16a)( 16e) ( 16bd) ( 16e) ( 16c) ( 17) 16
18 [H + ] Turbidity (NTU) in vivo Chl. a fluoresence (RFU) EC (ms/m) (EC) in vivo a
19 NO 3 -N (mg/l) NH 3 -N (mg/l) Turbidity (NTU) Time (days) 10 NO 2 -N (mg/l) PO 4 -P (mg/l) Turbidity (NTU) Fresh Water <1.0 <0.45 <0.22 < rpm 10' 11 18
20 Water level (m) Date Date Date r 2 =0.72 r 2 =
21 20
22 21
23 22
24 23
25 24
26 25
27 BOD 1)2) ,400km ,1001,500mm 1,200mm 1,500mm 56% 70 16% 14% 7% 6% 1% 15m 3 /s
28 -1 AL 2 W1 W J L -2 BODTNTP TNTP BOD TP TN 2 8 BOD TP -3BOD CD CD 27
29 BOD IK 10.1kg/yrTN GH 9.3kg/yrTP EF 1.2kg/yr 2 BODTNTP TN TP CD BOD TP FG TN GH HI BOD TP TP(mg/l) TN(mg/l) (km 2 ) (km 2 ) (km 2 ) (km 2 ) -2 ( ) -3 ( ) 28
30 (-4-6) -1 AB BC CD DE EF FG GH HI IK BOD TN TP kg/yr/km 2-4 km 2-5 CD FG -4 FG BODTNTP GH BODTNTP GH GH 29
31 -5 EF IK 2 BOD 2 TNTP EF TP -4-6 BC FG FG BC 4 FG BC FG BODTNTP FG /13/63/73/8 3/9 BODTNTPNO3-NNO2-NNH4-NPO4-PDOpHSSChl-a 15 N BOD TN -7TP -7 2) AL-8 NO3-NPN HFH NPHNO3-N 30
32 -7 TN, TP Concentration (mg/l) BOD AB C D E F G H I J K L Catchment area (km 2 ) Flux 10 5 (kg/yr), Flow rate (m 3 /s) BOD Flow rate AB C D E F G H I J K L Catchment area (km 2 ) TN NO3-N NH4-N PN TN NO3-N NH4-N PN Concentration (mg/l) Mass flux 10 5 (kg/yr) AB C D E F G H I J K L Catchment area (km 2 ) 0 AB C D E F G H I J K L Catchment area (km 2 ) Concentration (mg/l) TP PO4-P PP Mass flux 10 5 (kg/yr) TP PO4-P PP 0.00 AB C D E F G H I J K L Catchment area (km 2 ) 0 AB C D E FG H I J K L Catchment area (km 2 ) KL BODTPHI 2 CDBOD 31
33 TNTPHIPP PO4-PChl-a GHNH4-NHJ GHHJNO3-N TPPO4-P IJPP IJSS -9 (5) BOD 2 NO3-N TNNO3-N 8 TN 1 NH4-NBODNH4-NBOD PO4-P TPPO4-P 32
34 BOD (mg/l) BOD (mg/l) NO3-N (mg/l) NH4-N (mg/l) Percentage of built area (%) Percentage of forest area (%) Percentage of cropland cover (%) Particulate N (mg/l) T-P (mg/l) 3.01 (2.7) Percentage of built area (%) Percentage of forest area (%) Percentage of built area (%) -9 BOD 2 4,050km 2 80% m 3 /s/km 2 BK BODTNTP BODTNTP BK B K BK BOD TP FH -11BODTN TP FH -1 33
35 m 3 /s BOD 10 6 kg/yr TN 10 6 kg/yr TP 10 6 kg/yr BK BODTNTP m 3 /s BOD 10 6 kg/yr TN 10 6 kg/yr TP 10 6 kg/yr FH BODTNTP BODTP TNEFTP I JTP NO3-N BODTP 25% 39 34
36 1),,,, Vol.32, , ),,,,, Vol.49, ,
37 mm 325mm 373mm 352mm mm 410mm 36
38
39 GIS UTM ,0004,225,000495,0004,094,000 IX 131,000mIY 89,000m IX 500mIY 500m IX 262IY km m CDROM Arcview 1/10 ( 100m 9 ) GIS 100m 500m 3 1km 500m 38
40 500m 8 39
41
42 WEP WEP MODEL, Water and Energy transfer Process Model WEP 1)2) WEP mm 4,120m 3 /s 6,690m 3 /s
43 WEP 0.65/100m
44 (a) (b)
45 -7(c) (d) (e) (f)
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47 -8(b) 46
48 %
49 GIS ) Jia, Y., G. Ni, Y. Kawahara, T. Suetsugi, Development of WEP model and its application to an urban watershed, Hydrological Processes, Vol.15, No.11, , ) Jia, Y., T.Kinouchi, J. Yoshitani, Distributed hydrologic modeling in a partially urbanized agricultural watershed using water and energy transfer process model, Journal of Hydrologic Engineering, ASCE, Vol.10, No.4, ,
50 Global Atmospheric Water Balance and Runoff from Large River Basins (Collaboration): One Chapter in Scale Issue in Hydrological Modeling, (John Wiley & Sons Ltd. 1995) 49
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PALL NEWS November 2017 Vol.126 PALL NEWS vol.126 November 2017 NEW =2000 9660 41.4 MPa 24 MPa NFPA T2.06.01 R2-2001 CAT C/90/* (1x10 6 0-28 MPa 1x10 6 29 120 C 60 C 450 Pa 340 Pa 1 MPa JIS B 8356-3/ISO
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Analysis of Hypoxia Dynamics Using Pelagic and Benthic Biogeochemical Model: Focus on the Formation and Release of Hydrogen Sulfide Masayasu IRIE, Shuzo NISHIDA, Kyosuke TERANAKA, Yohei TSUJI Mitsunari
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(Shigen to Sozai) Vol.116 p (2000) 石炭灰フライアッシュからのゼオライトのアルカリ水熱合成と生成物の陽イオン交換特性 * 1 1 村山憲弘山川洋亮 2 3 小川和男芝田隼次 Alkali Hydrothermal Synthesis of Zeol
石炭灰フライアッシュからのゼオライトのアルカリ水 Title 熱合成と生成物の陽イオン交換特性 Author(s) 村山, 憲弘, 山川, 洋亮, 小川, 和男, 芝田, 隼次 Citation 資源と素材 : 資源 素材学会誌, 116(4): 279-284 Issue Date 2000 URL http://hdl.handle.net/10112/5454 資源 素材学会 (http://www.jstage.jst.go.
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