国民に対して提供するサービスその他の業務の質の 向上
Contents
1.2.
3.
4.
5.
6.
7.
8.
9.
10. 6160
11. 1
12. 17 9
13. RRR
14. PH
15. 760
16. 14 RC
17. 3 17 1 2 2
18. a Ce m 1 1 750
19. ER 0400 0 300 0200 0 700 0000 0 100 a IN_ NN a NN _ 1 9
20. 147
21. Pl lc MM 5 i dio hm
22. 184
23. ee ma onto 0 1 lt a
24. 2
25. a
26. 1 2 273 20 223 16 1 2 1 5 p53
27. 260 1 a 3 1
28. JIS 005 G002 JCMAS PO40
29. oo Rw RM a 120
30. 138 EO i 3
31. 1 NASA 3B42 2 OE OE OE ME ODE x 80 000 Qsim 3B42V5
32. H16 3 T
33. lt a Mg HH
34. 1 1
35. 4 44 46 48 191 2 2 2 3
36. 45 GIS
37. RE 234 11 18 5 200
38. 1
39. 1 2
40. 2 3 2 12 4 2 3 2 27 2 3 2 13 22 1 197 2 3 2 14 447
41. 354m9 315m9 40m9 FE BK 32 000knn F RD 27 1 10Om7 82 14 100 18 450 1 650 182 7
42. 189 5 10
43. 100 go0 ri BO96 ggrdy 0 0 1 1 8 3 1 709 5 50 9 19 a 50 40 3096 Ff 1 20 dm PM 10 a 0 m 001 01 1 10 100 1000 10000 0 ng L E2 equivalent 3 154
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45. 1 2 1 3
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47. 13 89 150 2 2 2 1 2 22 1
48. 1 2 3 14
49. 18 6 769 1
50. 4 140 A
51. 15
52. 2 2004 3
53. 99 6 55 1 18 1
54. 2 2006 4 100 20 0 19 jm 100
55. 4 18 6 7
56. 1cm i ee Mc B tH CW EE a nl i W 7 i f 5 el i ER 7 1 2
57. 2 2 2 2 194 18 3 3 A 2 2 2 3 1 10
58. 2 3 2 29 12 17 0 18 0 63 3 5 94 253 0 7 06 0 20 05 0 16 0 11 0 4 0 43 0 36 034 2 L 0 12 13
59. 16 3 2 20 20
60. je 6 4 1 1 ICHARM 263 2 4 1 2 ICHARM 1 7 1 7 18 3 6
61. 143 10 H13 H18 H18 FWD
62. 4 1 5 192 584 184 2 3 2 23 1 2
63. 3 1 6 1 6 18 Z7 16
64. 1
65. 210
66. CN 2
67. H18 H20
68. 4 2 30cm 1kg 5cmx 5cmx 5cm 5 1 7 2
69. S003 03 01 120888 31 2013 02 28 G53530 759269 007908 3148815 3330086 742240 08 188038 S003 03 01 04697 28 2013 02 28 3118531 313872
70. BNWF Beam on nonlinear Winkler foundation 144 H17 H20
71. 258 WG CEN
72. 2 Th OO RR I pe eth ee Tr Ei LR F i T 4 5 TBM TBM
73. 13 89 150 1 4 10 30 1 10
74. 192 1 5 18 16 11 22
75. 2 3 g 7 EE Ei m 5 4DO L1 il
76. 7 3 2 1 14 8 96
77. 1 2 2 1 Rayleigh
78. 224 1 3 4 15 15 10 8 471 16 16 10 27 383 17 17
79. 1 40 1
80. 1 2 3 2 1 2 3 2 2 2 3 2 1 2 3 23 211 3 2 1 199 2 1 800 3
81. I 1 2004 12 26 1 2 3 2 13 2005 8 29
82. 2003 3 3 16 4 ICHARM 2005 10
83. 0 2006 3 _ a 7 20m HIdeg mml 4 6 8 10 12 14 16 T sec 3
84. 1 3 2000 OS g EE ore a
85. 1 2
86. VE 5 6 630m 163m 18
87. 164 AC3 30cm 40cm LAee a a 3 Ne N a EE ea 9 PAHH 9 PAHCS p pm mn i ms i em 0 3 4 T P
88. 1 3 7 2 3 4 136
89. IT ATS GIS 2 56 i 3
90. Ml We TN NN CFT MN N Concrete Filled Tube MM S MIN N Il Lr wi NN NN 0 DN N E DM N NI 5 NN IN Sm NN N MN N MM NR NM NN TR N a 6 NI fB N 0 0 2 3 1 9 m 2 CFT 3 CFT 176
91. 6 International Water Association Water Science amp Technology Thomas Telford Ltd Advances in Cement Research MYU Ltd Environmental Science 2 3 2 9
92. 9 12 FRP 1200N mmz FRP FRP
93. GP S 23
94. 1596 30 10096 13 KA 148 Polo
95. 400 13
96. 18 6 74
97. y 7 1 13 J 125
98. 44 0 55 98 60 1 6 1 24 13 41 1 810
99. GIS IT GIS 15 9 5 1 18
100. 16 000 16 17 6 pia 13 14 15 16 17 _ 6 000 3H
101. 13 8 2 3 2 2 14 10 2 3 2 3 18 4 5 2 3 2 4 t1 3 13 1 1 4
102. 5 16 10 29 17 1 29 4 p gt O W Ll 1 Ti EE EE EE 2 3 1 4 16 2 3 1 5 203 18 18
103. Sm 7kg 7 1 141
104. 3 2 16 3 H 3 H 17 3
105. 13 14 16 80 110 30 2 2 2 2 1 _ H13 9 H14 18 H15 36 H16 20 H1 7 7
106. US i NL E L ei 2 3 2 10 236 6 104 G1 20 1 500
107. 40
108. 8
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110. 1 RC FEM a MA A OA OA OA A TE NT 1
111. k ge
112. 18 6 173
113. llwee 2 EE 2 Tr se 4 50 86 93 2
114. 1 Oo O Le 2 1 L2 w1 1 2 92 2 2 3 250m 94 7 O L
115. HQ 6 HQ Ver 4 1
116. UI 1 i 1 TO 1MD ID 0 i 1 0 3 3 mW Pu 1 G 2 1 000 F700 600 5UOU EE OD 1 200 A BB C D E 3 174 1
117. 1 500 14 1 17
118. 246 S004 9 S005 11 S005 12 S005 12 S005 12
119. 2 3 2 8 WEP HQ System Ver 4 2 3 2 8 MNESCO COOHARM B8 vmutn
120. 1 14 ii 708
121. T F T 2 2 3 2 27 13 14 15 16 17 12 000 10 000 9 476 8 000 6 000 1 047 ZZ gl ee 333 5 476 5 090 4000 4 135 ME 24 _ 4 1 500 MN ND 13 14 15 16 17
122. 31 001 1 1 S007 03 31 S002 03 02 S010 03 28 S001 12 18 010 12 26 002 03 20 011 03 29 S002 10 01 S012 09 30 2893030 183061 186484 O559978 6G141126 3759778 30 30 S003 03 01 S013 02 28 S003 03 01 S013 02 28
123. 5000 1 K Nakamura and K Tockner 2004 River and wetland restoration in apan River Restoration 2004 D Geres edit Proceedings of the 3rd European Conference on River Restoration Zagreb pp 211 220 2 R ansson H Backx A J Boulton M Dixon D Dudgeon F M R Hughes K Nakamura E H Stanley and K Tockner 2005 Statng mechanisms and refining criteria for ecologically successful river restoration a comment on Palmer et al 2005 Journal of Applied Ecology 42 pp 218 222 EAWAG
124. a yi DD Ss 7 300E 04 4 14 29EO 8 zoEo pm 0 14 8 eit re
125. 1 0 g 4 5B 8 10 12 14 pH 1 2 pH Vt R 1 ee Oe HE EE EE EE EE FE
126. 33 40 60 115 7 13 7 4
127. 11 6 682 12 6 014 2500 4 8 1 0 1 000 000 3 000 4 000 2 3 2 28 233 9 3 2 9
128. L 40 50 2 766 rme IT
129. 23E
130. 6 13 81 100 Lo 8
131. 22 10 2 2 1 2 180 99 4 44 1 PC
132. A B E 0 C PVI PVI 3500 No io e A 8 0 DE y gt 2 N 7
133. 2 3
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135. 1 p 2 es wa salis lewweas NO mgL a vo a GIS 55 ee 35 0 5 3 0 9 EEA es 158
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137. 185 UJNR 41 1 810 755 675 380 2 2 1 4 2 2 1 3 H13 5 H14 7 H15 9 H16 14 H17 6 6 1 3 186 2001 5 2002 7
138. 2 000 120 192 584 184 0 31 1 29 4 5 155
139. FEM 5KkN 6 715 129 10
140. 4 18 3 ICHARM ICHARM 168 192 2 3 2 31 JICA 92 2 3 2 16
141. FEM FEM N mm 25 rs 2 ii 7 3 gy NT
142. 2 3 1 8 VE P ARC S 222 206
143. 6 1 1 500 1 000 6500 VE
144. HMP QCIB 3 i 9 JFE FE M 4 1 3 2 3 44 87 FC
145. 146
146. 18 6 72 0 1
147. 2 3 2 6 16 i O 11 ICHARM 2
148. 1 1 de Em kJ Bo 17 18
149. 2 14 3 ITS
150. 3 GIS IT 2000 Horton mm 10mini SH Hf EE 1 i i n ll WW me m3is a HH WW i 4 s OS Original 5oil 10 12 1 1 2 3
151. 18 6 763
152. 7 7 16 17
153. HH17 H18 18 FWD H18 145 11
154. 13 14 7 14
155. 13 1
156. 9 Sr 17 12 1
157. 1 2 14
158. TI SO 1 2 3 4 5 Ns 6 LCC
159. 7 27 S888888 Om 5m 10m 15m 20m 25m 30m 35m 40m S oo mg m uS cm 7m 21 25 31 37 m 1 600 400 200 aa S cm lp wo 9 14 18 a 2 96 109
160. IT i WE me NM 2 R 1 IT
161. em i lk 1 14 181 17 1
162. FRP 5 a 2
163. 2 4 3 23 77 1 7 36 101
164. p185 1991 15 ML Kavvas Nt ee gn tiie 18 5 24 ee DE Watershed EnvironmentaHyd Rology g WEHY Model Based on Upscaled Conservation Equations Hydrologic Module Kavvas M L Yoshitani J PWRI Fukami K PWRI and Matsuura T PWRI et al American Society of Civil Engineering Journal of Hydrologic Engineering Volume 9 Issue 6 pp 449 560 2004 11 12 The Watershed C numrll Presernts the A ACE Emin Can Dogrul PF E Ph Dh Maeyoung Yoon DOr
165. 1 100 PC 2 2 1 3 5 PV
166. 15 3 18 6 767
167. 7 7 1
168. 7 6 S 3 JC IGS lr gt yz Water Environment Federation First Place Winner WEEFTEC 2002 Poster Symposium 17 30 16 7 15 25 14 18 13 5 0 WE J I HKTG 7
169. 1 3 1 1 1 3 2 2001 7 08702 13 1 gO OTs 1 3 Un17 TI el T7I 17 en01 OT GOO 07 2
170. DO F WO De ET EE OU Br OO HA Le fm 1 8 i ra 1 TT RAT EE1 L TO LT TL PO4 P
171. JICA 264
172. 14 15 3 H 17 31 30 30 31 28 3H 9 4 2 3 2 11 11 3 8 1 1
173. 1 37 1 5 i ea ff 2 2 3 2 25 2 3 2 26 1 200 14 20 15 17 8 16 13 6 17 14 10 243 NETIS 2002 08 2002 10 2002 12 2003 02 S003 04 2003 09 003 1 1 004 01
174. 4 5 4 1 17 18
175. 10 11 1g FRP
176. ee eis 1 2 1 m 1 C 3
177. Ur 1 3
178. ep ep 12 1 17 6
179. 1 2 1 0001 001 0 1 1 10 100 ds mm EL m 5 i DD OD HU 1T OD OO i MQ 5 OO 1 000 gg OO 3 MO OOM 5 DO tm tm 3 1 1 ND 2 OD 162 1
180. TBM 149 2 ce i F lt 1 em 1
181. 6 6 94 94 1
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183. 4 5 6
184. 1 0 31 1 29 4 2 3 2 8 2 3 2 9 238 1 7 16 15 14 13 12 1 2 3 2 23 3 g 8
185. img La 2100 eb a cm 4 16 6 167
186. 0 0 25 0 5 0 75 1 1 25 15 30 4 100 EC 5mm 15 so 25mm 309 3096 50 30 0 00 0 10 20 30 0 10 20 30 0 10 20 so 40 49kN 49kN 49kN 4 FRP
187. 4 2 Jackknife WEP GIS 1 1 3
188. 80 80 3 2 3 2 7 37 100 a 60 40 20 o 3 2 18 40 20 ox 3 8 19 FE 1 EE Se Fm 60 4 20 0 L 2 3 2 20 1
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191. E E RD o 2 WEP 3 WEP
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193. 73 20 2d3 16 131
194. 62 1 500 p226 24 13 2 2 1 1 NN I A
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198. 23 2 5 13 187 14 182 15 212 16 279 17 383 OO OO OO OO OO OO OO OO OO OO QO NC gt ON Q NA 0 CO CO IO LO LO HO QO OO OO OO OO OO QO OO OO OO OO OO OO QQ CM QO ON ON ON NA NAN OA OO OO OO Q QQ QM 2 3 2 5 216 18 4 21
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200. EE 1 43 0 26 es ms VE 189 16 20 13 5 1 078 200 641 3 U 0 100 150 S00
201. 31 25 69 8 H14 H15
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203. 9 6
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205. RR a re FT wel y ww 2 3 2 5 2 3 2 1 4 1 3 2 5 5 20 160 1 6 H16 121 8 1 7 H17 10 18 1 1 1 1 226
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220. 94 95 96 97 98 99 100 101 18 1 N 94 94 100 116
221. 30 8 1 IWHR 4 1 1 8 PIARC 45 4 7 3 13 1 UJNR 41 1 0 188
222. 94 7 10 3 16 76 16 10 17 18 8
223. ICHARM ICHARM International Centre for Water Hazard and Risk Management 262 ICHARM WMO IF1I 4 1 2 ICHARM ICHARM
224. 2 3 2 16 10U ei 2 15 16 17 6 3 2 17 2
225. 1 19 81 110 5
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230. MFM 2 2 5 U 00 400 600 800 1 000 1 200 3 2 1
231. 5 W TE 1 2006 3 6 ICHARM ICHARM 2 9 2 3 2
232. CFT Concrete Filled Tube
233. 69 100 126 7
234. 20C 2 2 oa 0 7 3 2 DBR T8 3
235. is ey 3 14 9 8 19 84 124 5
236. 6 70 2 km
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242. 2 2 2 2 7 0 1 7 16 15 14 13 0 20 40 60 80 100 2 2 2 1
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247. mkine m sec 1 2 G5m 38 56 L 250m
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251. ISO RMS 5 RMS i DB en gt a 31 23 235
252. 2005 3 0 100 100 3 TL 6 m m
253. IT 7 8 9
254. JICA 3 96 PY 2004
255. 2 12H Hybrid Hollow High pier 2 H 3 H 58 3 H 7 9 3 12 2 3 2 21 40
256. SS GC MS 7
257. NE mT 08 dl Ki 3 M py2pX 1 TE 1 7 0
258. 4 1 1 18 3 ICHARM 17 12 1 18 7 ICHARM 18 3 6
259. S003 3 S003 10 004 004 5 3 3
260. a Eh 30cm 1 RC eo 1 6 38 56 62
261. 9 1 8 5 Rg 18 1 26 204
262. 15 16 NETIS MD BG A RO WD TL hj eC BC Ws Fh 90 5 MM sg 1 hiF BB Ne F f FF 4
263. 3229972 3357319 557537 200g8 10 15 S012 10 14 613591 S003 03 01 3433285 2013 03 01 S003 09 02 2013 09 01 S006 03 10 S006 03 31 S003 11 17 G003 93548 008 1 1 07 3 3H S003 10 24 34630724 8 8013 10 24 342401 S002 09 01 GC002 33766 S004 03 15 003 03 1 1 004 03 19 004 08 01 005 06 08
264. 1 2 2 1 2 mm 1m 1 1 70m 90m 4 5 1 2 25g cm 24g cm 10 30 0 B 1 1
265. 17 11 21 16 10 10 17 10 1282 17 10 10 18 10 9 15 10 EAWAG 7
266. ISO TC71 ISO TC74 I S0 TC98 IS0 TC98 IS0 TC1193 IS0 TC127 IS0 TC156 ISO0 TC182 IS0 TC195 IS0 TC214 IS0 1C 1 CEN TC341 2 0 18
267. L 31 100 in a in 77 6
268. 1 500 1 000 p207 p223 0 500 1 000 1 500 000 00 3 000 500 3 1 5 205 3 1 no
269. 193 14 134 17 2 1 8 1
270. 1 12 H10 H15
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272. 2 3 2 27 TOFT _ _ 3 FDC
273. N mgi 3 1 11 Manlh 4 WEP NOs_N NOs N AS 5 WEP 1994 18 6 7
274. 1 GIS IT 3 132
275. 1 2 3 4 TRI 1 1 mma MD 2 2 1 3 20mm On 4 I RI 4 300 2000 18 2 12
276. SFRC 2 4 1 _ 3 BNWF Beam on nonlinear Winkler foundation 4
277. 102 1
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279. 2 2 1 ano EE TD 1 dt EH 5 ri HO FI Im m 10 15 20 EE NE m 5 1 2 k ce 2 0 150mg 100 6
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281. 4 5 6 7 8 H14 H15 I8
282. 8 i i i HH 10 100 1000 mg PH 15 NTU 1 150rpm 10 40rpm 40 T PH 5 31 6 41 1 4 OO 15 4cm 15 50NTU
283. JCMAS P042 JCMAS HO19 JCMAS HO80 JCMAS HO021 JCMAS F017 1 HD CSG
284. _ _ _ 8 14 Rg 14 14 a 71 81 30 39 20 ARRC NEWS azine 2004 3 ARRC NEWS 1 296 ls 4 No 4 8 An extra mag 5 Research Report Ii of Public Works Research Institnte No 204 _ lg rrr ir
285. 47 198 96 67 202 16 10 20 23 2 278mm 5 5 15 22 1 520 10 332 4 083ha
286. 14 13 13 17 16 78 19 13 15 6 6 6 7 6
287. 2 3 2 6 2 3 2 6 HT17 2 2 130 H17 11 16 9 1 160 Ma 8 5 t D leo 7 2 3 2 6 2 3 2 18 2 3 2 20 62 52 57 2 3 2 18 60 a PY
288. 16 VE VE VE 1 7 VE VE om _ 4 NN a mm
289. FRP FRP 1200N mm FRP 1 1 FRP FRP ec
290. 17 12 18 3 416cm 151 2 136 CAUW I 2 3 1 4 NL i 4
291. 196 14 1 1 G05 14
292. 2 537 3 1 15 15 7 19 20 300mm 90mm 20 7 8 3 1 2 15 2 16 1 6 23 69
293. CEN ISO ISO TC45 1SO TC127 13 ISO TC127 ISO TC113 23 16 CEN CEN TC341 CEN 1SO 2 3 5 19 IS0 CEN EE IS0 TC1 IS0 TC23 ISO TC35 ISO TC45
294. 18 17 12 18 3 B3 gt gt 9 30 800 1 1 7 gt gt is
295. VE 5 189 16 VE 4 18 4
296. 2 3 17 19 17 a a gt a Se beg A 4 7 BS La i o _ w a 8 NN 9 NN 13 14 rr 1 W 16 W 1 7 2 3 2 31 JICA 2 3 2 18 JICA A 16 2 JICA
297. 3 7 el i N 35 35 2
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301. 2 11 18 2 3 2 22 TX
302. 6 18 6 pn A 175 _
303. 1 Na20 13 gt 100 6 19 81 4 128 9
304. 33 191 2006 3 3 3 6 ICHARM 2 4 1 1 267 4 1 1 16 1 820 28 16 1 3 1 17 1 31 18 JICA 17 1 1 7 1g 2 18 1 84 25
305. 1 2 6 700 1 2 3 4 1 4x4x16cm
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307. 2 3 2 28 3 1 2 IS Sa 2 3 357 5 423 6 523 10 043 4 945 30 291 24 333 1 047 567 810 781 2 3 2 28 17 TOFT 2 T OF T 1500 5 7 500 5 4 3 2 3 2 13
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310. O00 0 10 0 20 0 30 dD 0 50 gm 5 6 T P 007 18 6 765
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319. Noriaki Oheara Ph D Dr Lan Liamng A M ASCE Dr Hafeullah Asnn PhD MASCE Dr Michasl L Andersan Ph D A M ASCE semichi Yoshitomi Kornhikoe Fukomi mg Tolmshi Moatstira For the Fmprr Emmitlrdl Waleraled Ermim iml Thrriroingr MEHYT bie Fm aa i rm i He ws i er TT mW Trlmesleglr Ep reeriia Ng FT ec her 2006 Best Paper Award 1 To Praf M LL Kaas Ph lh PH MAE hi tiang Chen Fh a A hr orraonm FF TE hFH i WWlrr o Er es i a TE EN Rt 183 1 a
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321. wl ha 1 i o 9 13 50 81 114
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