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[( Hy)20 (droelectic P)54.9 (o)20.1 (w)20 (er St)-19.9 (ation)]TJ
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[(Y)115 (amba Dam)]TJ
49.606 20.445 Td
[(Y)115 (amasuhara Dam)]TJ
39.425 -0.01 Td
[(Kanoga)20 (w)19.9 (a Dam)]TJ
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[(Tsur)24.9 (uda Dam)]TJ
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[(Naga)20 (y)20 (asuguc)50 (hi Dam)]TJ
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[( Hy)19.9 (dr)25.1 (oelectic P)40 (o)20.2 (w)19.9 (er Station)]TJ
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[(Spillw)37.6 (a)18.4 (y gate: Radial gate B12.25m x H14.7)73.8 (1m x 4 gates)]TJ
T*
[(Int)18.9 (ak)37 (e gate: Slide gate B6.76m x H6.76m x 1 gate)]TJ
T*
[(Dr)18.6 (aft gate: Slide gate B9.8)73.9 (1m x H4.697m x 2 gates)]TJ
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[(Re-Regulait)18.9 (on Int)19 (ak)36.9 (e gate: Wheel gate width 1)111 (0.0m x H1)184.8 (1.1m x 1 gate)]TJ
T*
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[(Spillw)20 (a)20 (y)]TJ
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<001B>Tj
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(m)Tj
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(3)Tj
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<02A2>Tj
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<02A3>Tj
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T*
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/C0_2 1 Tf
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<041F>Tj
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(1.8m x 1 gate)Tj
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[(Hollo)36.9 (w jet v)37.4 (alv)37.4 (e )]TJ
/C0_2 1 Tf
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<041F>Tj
/TT0 1 Tf
0.92 0.036 Td
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ET
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S
Q
q
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90.98 0 l
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Q
BT
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[(High-pr)30.1 (essur)29.9 (e r)20 (adial g)20.1 (at)20 (e)]TJ
/TT0 1 Tf
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[(1995 )-39.3 (Japan W)74.2 (ater A)56 (genc)18.5 (y)148.2 (, Hinachi Dam:B4.2m x H4.5m x 2 gates)]TJ
0 -1.222 TD
[(1998 )-39.3 (Chubu Regional Bur)18.5 (eau, Nagashima Dam: B5.0m x H6.4m x 2 gates)]TJ
T*
[(1998 )-39.3 (T)184.6 (ohoku Regional Bur)18.5 (eau, T)184.6 (sukiy)37.3 (ama Dam: B4.9m x H4.9m x 2 gates)]TJ
T*
[(2003 )-39.3 (Chugoku Regional Bur)18.5 (eau, Sugesa)37 (w)37.5 (a Dam: )]TJ
T*
[( )-2556.9 (B3.1m x H2.6m x 1 gate \(r)18.5 (eno)36.9 (v)37.5 (ation w)37.4 (ork\))]TJ
T*
[(2009 )-39.3 (K)56.1 (yushu Regional Bur)18.5 (eau, K)37.5 (asega)37 (w)37.6 (a Dam: B3.8m x H3.9m x 2 gates)]TJ
T*
[(20)73.8 (17 )-113.6 (Sik)37 (oku Regional Bur)18.6 (eau, K)37.6 (anoga)37 (w)37.5 (a Dam: B4.2m \327 H7.5m \327 2 gates)]TJ
ET
q
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0 0 m
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S
Q
q
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0 0 m
92.983 0 l
S
Q
BT
/T1_2 1 Tf
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[(High-pr)30.1 (essur)29.9 (e wheel g)20.1 (at)19.9 (e)]TJ
/TT0 1 Tf
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[(1964 )-39.3 (K)0.5 (inki Regional Bur)18.6 (eau, )]TJ
-0.01 Tc [(Amagase Dam)0.5 (:)-0.6 ( )]TJ
T*
[( )-2566.9 (B3.6m x H4.7m x 3 gates \(partly r)18.5 (eno)37 (v)37.4 (ated in 2006\))]TJ
0 Tc T*
[(199)73.8 (1 )-113.6 (Chugoku Regional Bur)18.6 (eau, Hatt)18.9 (abar)18.5 (a Dam: B3.2m x H3.6m x 2 gates)]TJ
T*
[(1999 )-39.3 (Chugoku Regional Bur)18.5 (eau, Nukui Dam: B4.9m x H3.9m x 4 gates)]TJ
T*
[(2003 )-39.3 (Chugoku Regional Bur)18.5 (eau, Haizuk)37.1 (a Dam: B3.4m x H3.4m x 2 gates)]TJ
T*
[(20)73.8 (1)111 (0 )-224.8 (K)56.1 (yushu Electric P)55.8 (o)36.9 (w)37.5 (er Co., Lt)18.9 (d)36.9 (. Hit)19 (ot)18.9 (suse Dam: )]TJ
T*
[( )-2556.9 (B1.6m x H2.3m x 1 gate \(r)18.5 (eno)36.9 (v)37.5 (ation w)37.4 (ork\))]TJ
T*
[(20)73.8 (16 )-113.6 (K)56.1 (yushu Regional Bur)18.6 (eau, T)184.6 (ruda Dam A)56.1 (dditional dischar)18.5 (ge gate:)]TJ
T*
[( )-2556.9 (B3.4m\327H4.8m\3272 gates \(Gates 1 and 2\))]TJ
T*
[( )-2556.9 (B2.8m\327H3.8m\3271 gate \(Gates 3\) , et)18.9 (c)92.7 (.)]TJ
ET
q
1 0 0 1 692.0391 224.4123 cm
0 0 m
-45.734 0 l
S
Q
q
1 0 0 1 646.2997 235.7502 cm
0 0 m
45.734 0 l
S
Q
BT
/T1_2 1 Tf
0.01 Tc 7.4409 0 0 7.4409 646.3129 227.1514 Tm
(Other Outlet)Tj
/TT0 1 Tf
0 Tc 6.378 0 0 6.378 646.3242 216.1421 Tm
[(199)73.8 (1 )]TJ
6.0591 0 0 6.378 664.7495 216.1421 Tm
[(K)56.2 (yushu Regional Bur)18.4 (eau, Ryumon Dam)0.5 (, High-pr)18.5 (essur)18.5 (e slide gate: )]TJ
6.1866 0 0 6.378 646.3242 208.3467 Tm
[( )-2646.3 (B1.7m x H2.2m x 2 gates )]TJ
6.378 0 0 6.378 742.2642 208.3467 Tm
[(\(flood spillw)37.6 (a)18.4 (y\))]TJ
-15.042 -1.222 Td
(1995 )Tj
6.1547 0 0 6.378 664.749 200.5518 Tm
[(K)37.6 (ant)19 (o Regional Bur)18.4 (eau, Miy)37.4 (agase Dam,)-0.6 ( High-pr)18.3 (essur)18.5 (e slide gat)0.5 (e:)-0.6 ( )]TJ
6.1866 0 0 6.378 646.3242 192.7564 Tm
[( )-2646.3 (B2.0m x H2.2m x 2 gates )]TJ
6.378 0 0 6.378 742.2642 192.7564 Tm
[(\(flood spillw)37.6 (a)18.4 (y\))]TJ
-15.042 -1.222 Td
(1998 )Tj
5.9634 0 0 6.378 664.749 184.961 Tm
[(Hokuriku Regional Bur)18.5 (eau, Unazuki Dam, High-pr)18.4 (essur)18.5 (e slide gate: )]TJ
6.2185 0 0 6.378 646.3242 177.1655 Tm
[( )-2631 (B5.0m x H6.2m x 2 gates )]TJ
6.378 0 0 6.378 742.6654 177.1655 Tm
[(\(flushing spillw)37.5 (a)18.4 (y\))]TJ
-15.105 -1.222 Td
[(2006 )-39.3 (Chugoku Regional Bur)18.5 (eau, Haizuk)37.1 (a Dam, T)184.7 (ensile r)18.6 (adial gate: )]TJ
T*
[( )-2556.9 (B2.2m x H2.1m x 2 gates )]TJ
T*
[( )-2556.9 (\(spillw)37.6 (a)18.3 (y f)18.9 (or r)18.5 (eleasing w)37.4 (ater f)19.1 (or envir)18.5 (onment)18.9 (al use\))]TJ
T*
[(20)73.8 (13 )-113.6 (T)184.7 (ohoku Regional Bur)18.5 (eau, Ministry o)18.5 (f L)37.1 (and)37 (, Infr)18.5 (astructur)18.5 (e)111.2 (,)]TJ
T*
( )Tj
6.1165 0 0 6.378 664.7495 138.1895 Tm
[(T)184.7 (r)18.5 (ansport and T)184.6 (ourism Isa)36.9 (w)37.5 (a Dam, Jet-)-0.6 (f)0.5 (lo)36.9 (w gate: \3702.)-0.6 (4m x 1 gate )]TJ
6.378 0 0 6.378 646.3242 130.3941 Tm
[(20)73.8 (16 K)56.2 (yushu Elect)0.5 (ric P)56 (o)36.8 (w)37.5 (er Co., Lt)18.9 (d)36.9 (. Saigo P)55.8 (o)37 (w)37.4 (er St)19 (ation: )]TJ
T*
[( )-2556.9 (Roller gate width17.6)73.8 (1)111.1 (0m \327 H1)111 (0.270m \327 2 gates )]TJ
5.7402 0 0 6.378 818.9301 122.5987 Tm
[(\(Flood dischar)18.5 (ge f)18.9 (acility\))]TJ
6.378 0 0 6.378 646.3242 114.8032 Tm
[(20)73.8 (19 Sik)37 (oku Regional Bur)18.6 (eau, Naga)18.4 (y)37.5 (asuguchi Dam:)]TJ
T*
[( )-2556.9 (Roller gate width1)110.9 (0.000m \327 H19.998m \327 1 gate )]TJ
5.7402 0 0 6.378 816.9247 107.0083 Tm
[(\(Flood dischar)18.4 (ge f)19 (acility\))]TJ
6.378 0 0 6.378 646.3242 99.2129 Tm
[( )-2556.9 (Roller gate width1)110.9 (0.000m \327 H19.126m \327 1 gate )]TJ
5.7402 0 0 6.378 816.9247 99.2129 Tm
[(\(Flood dischar)18.4 (ge f)19 (acility\))]TJ
ET
q
1 0 0 1 973.2292 193.2235 cm
0 0 m
-80.31 0 l
S
Q
q
1 0 0 1 892.9141 204.5614 cm
0 0 m
80.31 0 l
S
Q
BT
/T1_2 1 Tf
0.01 Tc 7.4409 0 0 7.4409 892.8184 195.9663 Tm
[(Selectiv)19.9 (e w)20.1 (at)19.8 (er intak)35 (e)]TJ
/TT0 1 Tf
0 Tc 5.8677 0 0 6.378 892.8295 184.9575 Tm
[(2006 )-290.5 (Japan W)74.2 (ater A)56 (genc)18.5 (y)148.3 (, T)184.6 (akiz)18 (a)37 (w)37.5 (a Dam, Int)19 (ak)37.1 (e v)37.4 (olume:)-0.6 ( 40m)]TJ
3.4209 0 0 3.7183 1067.144 187.0816 Tm
(3)Tj
5.8677 0 0 6.378 1069.2969 184.9575 Tm
[(/s \(Multist)19 (age gate\))]TJ
-30.074 -1.222 Td
[(2006 )-290.5 (Japan W)74.2 (ater A)56 (genc)18.5 (y)148.3 (, T)184.6 (okuy)37.5 (ama Dam, Int)18.8 (ak)37.1 (e v)37.5 (olume: 1)111.1 (00m)]TJ
3.4209 0 0 3.7183 1073.1196 179.2862 Tm
(3)Tj
5.8677 0 0 6.378 1075.2725 177.1621 Tm
[(/s \(Multist)19 (age gate\))]TJ
-31.093 -1.222 Td
[(2008 )-290.5 (T)184.7 (ohoku Regional Bur)18.5 (eau,)-0.6 ( Nagai Dam, Int)18.9 (ak)37.1 (e v)37.5 (olume: 20m)]TJ
3.4209 0 0 3.7183 1067.7935 171.4907 Tm
(3)Tj
5.8677 0 0 6.378 1069.9463 169.3672 Tm
(/s )Tj
-30.185 -1.222 Td
[( )-2808.1 (\(T)184.7 (elescopic Multist)19 (age gate\))]TJ
T*
[(20)73.9 (1)111 (0 )-476 (Chubu Regional Bur)18.4 (eau, Ministry o)18.4 (f L)37 (and)36.7 (, Infr)18.5 (astructur)18.5 (e)111.2 (, T)184.7 (r)18.5 (ansport and )]TJ
T*
[( )-2808.1 (T)184.7 (ourismY)166.5 (ok)37 (o)18.4 (y)37.5 (ama Dam, Int)19 (ak)37 (e v)37.3 (olume:)-0.7 ( 64.5m)]TJ
3.4209 0 0 3.7183 1037.2837 148.105 Tm
(3)Tj
5.8677 0 0 6.378 1039.4365 145.981 Tm
(/s )Tj
-24.985 -1.222 Td
[( )-2808.1 (\(T)184.7 (elescope type semi c)18.5 (ylindrical gate\))]TJ
T*
[(20)73.9 (12 )-364.7 (K)37.6 (ant)19 (o Regional Bur)18.5 (eau,)-0.6 ( Y)111.3 (unishiga)36.9 (w)37.5 (a Dam)0.5 (,)-0.6 ( Int)18.9 (ak)37.1 (e v)37.4 (olum)0.5 (e: 30m)]TJ
3.4209 0 0 3.7183 1082.4634 132.5147 Tm
(3)Tj
5.8677 0 0 6.378 1084.6162 130.3906 Tm
(/s \(siphon type\))Tj
-32.685 -1.222 Td
[(20)73.9 (16 )-364.7 (K)37.6 (ant)19 (o Regional Bur)18.5 (eau,)-0.6 ( Fut)18.9 (ase Dam, Int)18.8 (ak)37 (e v)37.5 (olume: 7.5m)]TJ
3.4209 0 0 3.7183 1068.7744 124.7193 Tm
(3)Tj
5.8677 0 0 6.378 1070.9277 122.5952 Tm
[(/s Multist)18.9 (age gate)]TJ
-30.352 -1.222 Td
[( )-2808.1 (\(Membr)18.5 (ane type\))]TJ
T*
[(2020 )-290.5 (Sik)37 (oku Regional Bur)18.5 (eau, Naga)18.5 (y)37.5 (asuguchi Dam:)-0.6 ( W)74.2 (ater int)18.9 (ak)37 (e 60m)]TJ
3.4209 0 0 3.7183 1086.5908 109.1284 Tm
(3)Tj
5.8677 0 0 6.378 1088.7441 107.0049 Tm
(/s)Tj
-33.389 -1.222 Td
[( )-2808.1 (\(Multist)18.9 (age gate gate\))]TJ
ET
q
237.519 253.993 306.732 193.246 re
W n
q
346.0892789 0 0 194.6752005 214.9013062 253.8116159 cm
/Im5 Do
Q
Q
q
68.032 470.746 235.275 181.684 re
W n
q
244.585762 0 0 183.554045 59.6571655 469.6876543 cm
/Im6 Do
Q
Q
q
68.028 99.213 260.177 149.125 re
W n
q
266.5287299 0 0 149.9223952 64.8427124 98.9745775 cm
/Im7 Do
Q
Q
q
308.976 470.746 235.275 181.684 re
W n
q
240.7063269 0 0 184.6929079 303.9501343 468.1698851 cm
/Im8 Do
Q
Q
q
1 0 0 1 709.4511 581.2827 cm
0 0 m
-63.138 0 l
S
Q
q
1 0 0 1 646.2997 592.6196 cm
0 0 m
63.148 0 l
S
Q
BT
/T1_2 1 Tf
0.01 Tc 7.4409 0 0 7.4409 646.2255 584.0181 Tm
[(Cr)30.1 (est Radial Gat)20 (e)]TJ
/TT0 1 Tf
0 Tc 5.7402 0 0 6.378 646.2368 573.0098 Tm
[(200)73.8 (1 )-434.5 (K)0.6 (inki Regional Bur)18.5 (eau, Oot)18.9 (aki Dam: B1)110.9 (0.0m x H14.9m x 4 gates)]TJ
T*
[(2006 )-360.3 (K)56.2 (yushu Electric P)55.9 (o)36.9 (w)37.5 (er Co.)-0.7 (, Lt)18.9 (d)37 (. Ishik)37 (a)37 (w)37.4 (auchi Dam: B1)110.9 (0.0m x H16.0m x 4 gates)]TJ
T*
[(2008 )-360.3 (K)56.2 (yushu Electric P)55.9 (o)36.9 (w)37.5 (er Co.)-0.7 (, Lt)18.9 (d)37 (. T)184.7 (suk)37 (abaru Dam: )]TJ
T*
[( )-2877.9 (B7.0m x H6.6m x 8 gates \(r)18.4 (eno)37 (v)37.5 (ation w)37.4 (ork\))]TJ
T*
[(2009 )-360.3 (Shik)37 (oku Electric P)55.9 (o)37 (w)37.4 (er Co., Lt)18.9 (d T)184.8 (suga Dam: )]TJ
T*
[( )-2877.9 (B8.5m x H9.1m x 8 gates \(r)18.4 (eno)37 (v)37.5 (ation w)37.4 (ork\))]TJ
T*
[(20)73.9 (17 )-434.5 (W)74.2 (achi Dam B9.00m\327H12.)-0.6 (70m\3274 gates \(r)18.4 (eno)36.9 (v)37.5 (ation w)37.5 (ork\))]TJ
T*
[(20)73.9 (18 )-434.5 (Y)166.5 (amasuhar)18.5 (a Dam B13.697m\327H15.533m\3271 gate \(r)18.4 (eno)36.9 (v)37.5 (ation w)37.4 (ork\))]TJ
ET
EMC
Q
endstreamendobj283 0 obj<>endobj294 0 obj<>stream
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0 0 0 0 k /Perceptual ri /GS0 gs 0 0 1190.55 841.89 re f 0.35 0.25 0 0 k 1170.7 62.362 -1150.866 19.843 re f 1 0.7 0 0 k 1170.709 0 19.84 841.89 re f 0 0 19.842 841.89 re f BT 0 0 0 1 k /T1_0 1 Tf 7 0 0 7 39.3271 14.1768 Tm (14)Tj 157.729 0 Td (15)Tj ET q 753.102 99.207 262.607 150.73 re 929.85 197.16 77.341 -86.615 re 849.667 197.16 54.661 -86.615 re 761.616 197.16 62.531 -86.615 re W n q 0 g /RelativeColorimetric ri 0 -150.7304993 -150.7304993 0 884.4057007 249.9374695 cm BX /Sh0 sh EX Q Q 0 0 0 0 k 761.754 241.294 245.294 -16.725 re f 1 0.7 0 0 k 1007.189 241.435 -245.577 -17.008 re 1006.906 224.711 -245.01 16.441 re f q 849.667 110.545 54.661 86.615 re W n q /RelativeColorimetric ri 55.2896621 0 0 87.2767285 849.3084413 110.2198787 cm /Im0 Do Q Q q 761.616 110.545 62.531 86.615 re W n q /RelativeColorimetric ri 62.9901463 0 0 87.0861694 761.3016925 110.2422059 cm /Im1 Do Q Q q 929.85 110.545 77.341 86.615 re W n q /RelativeColorimetric ri 77.6969256 0 0 86.9790904 929.6488647 110.4061635 cm /Im2 Do Q Q BT /T1_1 1 Tf 8.5039 0 0 8.5039 768.2187 229.6094 Tm (DEW panels)Tj 0 0 0 1 k /T1_2 1 Tf 6.378 0 0 6.378 753.6776 102.7442 Tm [(Guard w)20 (all t)-20 (ype \(outer f)19.9 (ace\))-998.9 (Guard w)19.9 (all t)-20 (ype \(inner f)19.9 (ace\))-1564.8 (F)40 (or t)25 (unnel protection concrete)]TJ -0.01 Tc 1.243 17.585 Td [(P)20.1 (recast concrete used f)19.8 (or bridge guard w)20.1 (alls and t)25 (unnel protection concrete. )]TJ 0 -1.378 TD [(Easily inst)-20.1 (alled with high qualit)-20 (y due to plant f)19.9 (abrication.)]TJ ET 0 0 0 0 k 1023.732 92.806 -282.394 165.493 re f q 68.032 437.863 229.608 315.157 re 99.923 683.054 165.838 -110.552 re 99.923 559.747 165.838 -110.551 re W n q 0 g /RelativeColorimetric ri 0 -315.1567078 -315.1567078 0 182.8365936 753.0194702 cm BX /Sh1 sh EX Q Q q 314.648 437.867 229.607 315.152 re 333.981 617.953 m 518.829 619.34 l 521.625 619.361 l 522.876 452.683 l 335.232 451.274 l h W n q 0 g /RelativeColorimetric ri 0 -315.1523132 -315.1523132 0 429.4508667 753.0194702 cm BX /Sh2 sh EX Q Q 1 0.7 0 0 K 0.567 w 4 M q 1 0 0 1 68.0192 775.6971 cm 0 0 m 476.222 0 l S Q q 165.266 205.503 132.368 89.291 re W n q 150.3396246 0 0 91.4166714 152.2723999 205.2388462 cm /Im3 Do Q Q q 99.923 449.196 165.838 110.551 re W n q /RelativeColorimetric ri 166.1285124 0 0 110.8359033 99.7716539 449.0346386 cm /Im4 Do Q Q q 99.923 572.502 165.838 110.552 re W n q /RelativeColorimetric ri 166.4749486 0 0 111.0229804 99.6393618 572.3026144 cm /Im5 Do Q Q q 165.266 99.204 132.368 89.292 re W n q 137.8485586 0 0 91.4178921 160.1430054 97.5489048 cm /Im6 Do Q Q q 411.881 205.503 132.367 89.291 re W n q 133.2285432 0 0 97.855843 411.7401733 205.4083248 cm /Im7 Do Q Q q 411.881 99.204 132.367 89.292 re W n q 143.9404112 -3.319029 2.1710086 94.1528018 400.7700806 97.8967587 cm /Im8 Do Q Q q 333.981 617.953 m 335.232 451.274 l 522.876 452.683 l 521.625 619.361 l h W n q /RelativeColorimetric ri 188.1239085 1.4119289 -1.2545719 167.1578556 334.9934698 451.0328049 cm /Im9 Do Q Q BT 0 0 0 1 k /TT0 1 Tf 0 Tc 20.5512 0 0 20.5512 66.8988 782.0121 Tm (Sound-absorbing panels)Tj ET q 1 0 0 1 68.0309 386.8799 cm 0 0 m 476.222 0 l S Q BT 20.5512 0 0 20.5512 66.5766 393.1919 Tm (TRIAS)Tj 0.01 Tc 9.2126 0 0 9.2126 68.0395 357.7246 Tm [(TRIAS is a gener)18.5 (aliz)18 (ed assembly bridge which can be const)0.5 (ructed r)18.5 (apidly and econom)0.5 (ically)148.3 (.)]TJ 0.119 Tw 0 -1.385 TD [(It )0.5 (can be inst)18.8 (alled so quickly and easily in an)18.4 (y kind o)18.1 (f)0.5 ( field that)0.5 ( it funct)0.5 (ions as an )0.5 (emer)18.5 (genc)18.4 (y bridge and )]TJ 0 Tw T* [(tr)18.5 (ansport)19 (s hea)36.9 (vy v)37.4 (ehicles immediately)148.3 (.)]TJ 0.004 Tw T* [(Ther)18.5 (e )0.5 (ar)18.5 (e tw)37.4 (o types o)18.3 (f TRIAS:)-0.6 ( the I-)-0.6 (shaped gir)18.5 (der type )0.5 (and t)0.5 (he truss )0.5 (type)111.1 (, and bot)0.5 (h o)18.3 (f t)0.5 (hem can be used f)19 (or )]TJ 0 Tw T* [(v)37.5 (arious purposes)55.6 (, such as post-)-0.6 (disaster r)18.5 (eco)37 (v)37.3 (ery or access r)18.4 (oad f)19 (or construct)0.5 (ion.)]TJ /T1_2 1 Tf -0.01 Tc -0.044 Tw 6.378 0 0 6.378 79.3661 714.8871 Tm [(Sound-absorbing panels f)20.4 (or )0.5 (the underside of ele)19.9 (v)19.9 (ated )0.5 (str)25 (uct)25.1 (ures, de)20 (v)19.8 (eloped )]TJ 0.073 Tw 0 -1.333 TD (with the aim of absorbing re\037ected sound from the underside of bridge\s, )Tj -0.049 Tw T* [(ha)20.2 (v)19.8 (e a sound-absorbing perf)20 (ormance whic)49.8 (h e)20 (x)19.8 (ceed the requirements of the )]TJ 0 Tw T* [(Ministr)-39.9 (y of Land, Infrastr)24.9 (uct)24.9 (ure, )120.1 (T)115 (ransport and )119.9 (T)115 (ourism.)]TJ ET 0 0 0 0 k 79.506 741.54 206.646 -16.725 re f 1 0.7 0 0 k 286.295 741.682 -206.93 -17.008 re 286.011 724.957 -206.363 16.441 re f BT /T1_1 1 Tf 0 Tc 8.5039 0 0 8.5039 85.9804 734.2354 Tm (Sound-absorbing panels for the underside of )Tj 0 -0.833 TD (elevated bridges)Tj 0 0 0 1 k /T1_2 1 Tf 0.168 Tw 6.378 0 0 6.378 325.9818 714.8871 Tm [(T)20.1 (he sound of generators on constr)25.1 (uction sites signi\036cantly ef)45 (f)39.9 (ects the )]TJ 0.306 Tw 0 -1.333 TD [(sur)9.9 (rounding en)20.1 (vironment. )252 (T)115.1 (o solv)20 (e this problem, w)20.3 (e ha)20 (v)20 (e de)20.1 (v)20 (eloped )]TJ 0.048 Tw T* [(\223Shizumar)24.9 (u-kun)75.1 (\224)400 (, )0.5 (an )0.5 (enclosure with )0.7 (a silencing function, comprised )0.5 (from )]TJ 0.432 Tw T* [(panel enclosures f)20 (or generators inst)-20.1 (alled with a silencing sy)20 (stem. )]TJ 0.208 Tw T* [(Dra)20.2 (wbac)49.9 (ks of the con)20.1 (v)19.8 (entional enclosure w)20.1 (ere that it w)20 (as dif)45 (\036cult to )]TJ 0.029 Tw T* [(pre)20.1 (v)19.8 (ent noise leakage due to e)20.1 (xhaust at a single v)20 (entilation port and that )]TJ 0.231 Tw T* [(the temperat)25 (ure rose easily due to easily \036lling with e)20.1 (xhaust gas. In )]TJ 0.092 Tw T* [(addition to separating the v)20 (entilation port, b)19.9 (y inst)-19.7 (alling )66.5 (\223Shizumar)25.2 (u-kun)75.3 (\224 )]TJ 0.264 Tw T* [(whic)49.8 (h has a )97.9 (\223noise pre)19.9 (v)20.2 (entional gallar)-40 (y\224 at its int)-20.1 (ak)20 (e )0.5 (and a )97.5 (\223split)50 (ter )]TJ 0.609 Tw T* [(silencer\224 at its )0.5 (e)20.1 (xhaust port, noise generation w)19.9 (as signifcantly )]TJ 0 Tw T* [(suppressed without the internal temperat)24.9 (ure rising)-19.8 (.)]TJ ET 0 0 0 0 k 326.121 741.54 206.646 -16.725 re f 1 0.7 0 0 k 532.909 741.682 -206.93 -17.008 re 532.625 724.957 -206.363 16.441 re f BT /T1_1 1 Tf 8.5039 0 0 8.5039 332.5946 734.2354 Tm (\224Shizumaru-kun\224 )Tj 0 -0.833 TD [( \226 an enclosur)18.1 (e with a silencing function)]TJ 0 0 0 1 k /T1_2 1 Tf 6.378 0 0 6.378 125.4599 564.7079 Tm [(Sound-absorbing lou)20.1 (vres f)20 (or underside application)]TJ 0.311 -19.334 Td [(Sound-absorbing panels f)20 (or underside application)]TJ 51.895 2.269 Td [(Shizumar)24.9 (u-kun)]TJ ET 1 0.7 0 0 k 159.592 294.804 -91.566 -11.337 re 159.309 283.75 -90.999 10.77 re f BT /T1_3 1 Tf 0.01 Tc 7.4409 0 0 7.4409 72.1972 286.21 Tm [(Hakuc)19.9 (ho Br)40 (idg)20 (e)]TJ 0 0 0 1 k /TT0 1 Tf 0 Tc 6.378 0 0 6.378 67.9574 275.2017 Tm [(Hyuga Ohashi L)37 (anding Bridge)]TJ 0 -1.222 TD [(L)74.1 (ocation: Miy)37.5 (az)18 (aki Pr)18.6 (efectur)18.3 (e)]TJ T* [(L)74.1 (ength: 24mx1)111 (0, 22mx5, )]TJ T* [( )-242 ( 24mx2)]TJ T* [(W)37.1 (idth: 8m)]TJ T* [(T)184.7 (ype: Deck T)184.6 (russ)55.7 (, )]TJ T* [( )-382 (Thr)18.6 (ough T)184.7 (russ)]TJ T* [(L)74.1 (oad capacity: Liv)37.5 (e L)74.2 (oad B)]TJ ET 1 0.7 0 0 k 159.592 188.502 -91.566 -11.337 re 159.309 177.448 -90.999 10.77 re f BT /T1_3 1 Tf 0.01 Tc 7.4409 0 0 7.4409 72.1972 179.9087 Tm [(P)40.1 (ost-disast)20 (er r)30.1 (eco)19.9 (v)20.1 (ery)]TJ 0 0 0 1 k /TT0 1 Tf 0 Tc 6.378 0 0 6.378 67.9574 168.8999 Tm [(Nichinan TRIAS f)18.9 (or )]TJ T* [(post-disaster r)18.6 (eco)37 (v)37.4 (ery )]TJ T* [(L)74.1 (ocation: Miy)37.5 (az)18 (aki Pr)18.6 (efectur)18.3 (e)]TJ T* [(L)74.1 (ength: 40m)]TJ T* [(W)37.1 (idth: 4m)]TJ T* [(T)184.7 (ype: Thr)18.6 (ough TRIAS)]TJ T* [(L)74.1 (oad capacity: 200-t cr)18.6 (a)37 (wler )]TJ T* [( )-433 (cr)18.5 (ane)]TJ ET 1 0.7 0 0 k 406.202 294.804 -91.566 -11.337 re 405.918 283.75 -90.999 10.77 re f BT /T1_3 1 Tf 0.01 Tc 7.4409 0 0 7.4409 318.8075 286.21 Tm [(Er)30.1 (ection suppor)19.8 (t)]TJ 0 0 0 1 k /TT0 1 Tf 0 Tc 6.378 0 0 6.378 314.5673 275.2017 Tm [(Er)18.5 (ection truss f)19 (or K)55.9 (uki Bridge )]TJ 6.2504 0 0 6.378 314.5673 267.4063 Tm [(L)74.1 (ocation: Y)166.5 (amanashi Pr)18.5 (efectur)18.2 (e)]TJ 6.378 0 0 6.378 314.5673 259.6114 Tm [(L)74.1 (ength: 68m\(34m x 2\))]TJ T* [(T)184.7 (ype: Deck truss support)]TJ 6.2504 0 0 6.378 314.5673 244.0205 Tm [(L)74.1 (oad capacity: Concr)18.5 (ete bridge )]TJ T* [( )-482 (support w)37.5 (ork)]TJ ET 1 0.7 0 0 k 406.202 188.502 -91.566 -11.337 re 405.918 177.448 -90.999 10.77 re f BT /T1_3 1 Tf 0.01 Tc 7.4409 0 0 7.4409 318.8075 179.9087 Tm [(P)40.1 (ost-disast)20 (er r)30.1 (eco)19.9 (v)20.1 (ery)]TJ 0 0 0 1 k /TT0 1 Tf 0 Tc 6.378 0 0 6.378 314.5673 168.8999 Tm [(Oht)18.9 (oumur)18.6 (a TRIAS f)18.9 (or )]TJ T* [(post-disaster r)18.6 (eco)37 (v)37.4 (ery)]TJ T* [(L)74.1 (ocation: Nar)18.6 (a Pr)18.5 (efectur)18.3 (e)]TJ T* [(L)74.1 (ength: 60m )]TJ 5.7402 0 0 6.378 354.2392 145.5142 Tm [(\(20m x 3 structur)18.5 (es\))]TJ 6.378 0 0 6.378 314.5673 137.7188 Tm [(W)37.1 (idth: 6m)]TJ T* [(T)184.7 (ype: I-shaped Gir)18.6 (der )]TJ T* [( TRIAS T)184.7 (ype II)]TJ T* [(L)74.1 (oad capacity: Liv)37.5 (e L)74.2 (oad B)]TJ 0.002 Tc 20.5512 0 0 20.5512 645.2216 782.0121 Tm (Channel beam composite slabs)Tj ET q 646.307 252.776 229.607 272.362 re 654.802 446.68 67.088 -67.089 re 800.323 417.128 67.088 -80.768 re 727.565 417.128 67.089 -80.768 re 654.802 373.93 67.088 -67.091 re W n q 0 g /RelativeColorimetric ri 0 -272.3608093 -272.3608093 0 761.1102905 525.1367188 cm BX /Sh3 sh EX Q Q q 892.922 252.776 229.606 272.362 re 1063.163 446.675 50.864 -89.044 re 901.418 446.675 158.457 -89.044 re 1046.938 351.971 67.09 -80.766 re 974.178 351.971 67.089 -80.766 re 901.418 336.967 67.088 -65.762 re W n q 0 g /RelativeColorimetric ri 0 -272.3608093 -272.3608093 0 1007.7245483 525.1367188 cm BX /Sh4 sh EX Q Q q 1 0 0 1 646.2929 775.6971 cm 0 0 m 476.222 0 l S Q BT 0 Tc 7.0866 0 0 7.0866 901.412 450.3369 Tm [(IW nut)0.5 ( outline)]TJ -0.069 -14.605 Td [(IW nut)0.5 ( inst)18.9 (allation)]TJ 0 -1 TD [(pr)18.5 (ocedur)18.5 (es)]TJ -34.809 15.605 Td [(IS clip inst)18.9 (allat)0.5 (ion pr)18.5 (ocedur)18.4 (es)]TJ ET 0 0 0 0 k /RelativeColorimetric ri 1059.875 357.631 -158.457 89.044 re f q 903.56 378.141 150.994 64.552 re W n q 151.7133351 0 0 65.2704054 903.1990224 377.782193 cm /Im10 Do Q Q 0.12 0.03 0 0 k /Perceptual ri q 1 0 0 1 910.1494 376.1276 cm 0 0 m 34.467 0 l 42.176 -7.736 l 34.467 -15.473 l 0 -15.473 l h f Q 0.264 w q 1 0 0 1 910.1494 376.1276 cm 0 0 m 34.467 0 l 42.176 -7.736 l 34.467 -15.473 l 0 -15.473 l 0 0 l h S Q q 1 0 0 1 956.0458 376.1276 cm 0 0 m 34.467 0 l 42.176 -7.736 l 34.467 -15.473 l 0 -15.473 l h f Q q 1 0 0 1 956.0458 376.1276 cm 0 0 m 34.467 0 l 42.176 -7.736 l 34.467 -15.473 l 0 -15.473 l 0 0 l h S Q q 1 0 0 1 1001.9395 376.1276 cm 0 0 m 49.392 0 l 57.101 -7.736 l 49.392 -15.473 l 0 -15.473 l h f Q q 1 0 0 1 1001.9395 376.1276 cm 0 0 m 49.392 0 l 57.101 -7.736 l 49.392 -15.473 l 0 -15.473 l 0 0 l h S Q 0.7 0.3 0 0 K 0.425 w q 1 0 0 1 912.4492 405.7242 cm 0 0 m 0 -9.655 l S Q 0.7 0.3 0 0 k q 1 0 0 1 912.4492 393.6666 cm 0 0 m -1.383 3.385 l 0 2.582 l 1.383 3.385 l h f Q q 1 0 0 1 939.9403 396.8111 cm 0 0 m 3.417 0 l 3.417 22.107 l S Q q 1 0 0 1 937.5391 396.8111 cm 0 0 m 3.385 -1.383 l 2.581 0 l 3.385 1.383 l h f Q q 1 0 0 1 967.2245 382.5611 cm 0 0 m -13.435 0 l -13.435 19.774 l S Q q 1 0 0 1 969.6259 382.5611 cm 0 0 m -3.384 1.383 l -2.581 0 l -3.384 -1.383 l h f Q q 1 0 0 1 1017.0576 410.8116 cm 0 0 m -4.935 0 l -4.935 11.659 l S Q q 1 0 0 1 1019.4589 410.8116 cm 0 0 m -3.385 1.383 l -2.581 0 l -3.385 -1.382 l h f Q q 1 0 0 1 1003.8915 396.7272 cm 0 0 m -4.935 0 l -4.935 8.243 l S Q q 1 0 0 1 1006.2929 396.7272 cm 0 0 m -3.385 1.383 l -2.581 0 l -3.385 -1.383 l h f Q q 1 0 0 1 921.7235 423.8776 cm 0 0 m -9.274 0 l -9.274 13.313 l S Q q 1 0 0 1 924.1249 423.8776 cm 0 0 m -3.385 1.383 l -2.581 0 l -3.385 -1.383 l h f Q 0.5 0.35 0 0 K 0.567 w q 1 0 0 1 988.0312 442.9703 cm 0 0 m -12.446 0 l -12.446 -2.88 l S Q 0.5 0.35 0 0 k q 1 0 0 1 975.585 436.8873 cm 0 0 m -1.844 4.513 l 0 3.442 l 1.844 4.513 l h f Q q 1063.163 357.631 50.864 89.044 re W n q /RelativeColorimetric ri 51.234422 0 0 89.5245501 1062.9539795 357.3804285 cm /Im11 Do Q Q q 1046.938 271.205 67.09 80.766 re W n q /RelativeColorimetric ri 67.7058458 0 0 81.2864838 1046.6562707 270.8485546 cm /Im12 Do Q Q q 974.178 271.205 67.089 80.766 re W n q /RelativeColorimetric ri 67.6199417 0 0 81.1013678 973.8851519 271.0157543 cm /Im13 Do Q Q q 901.418 271.205 67.088 65.762 re W n q /RelativeColorimetric ri 67.731214 0 0 66.3867803 901.1211713 270.8544755 cm /Im14 Do Q Q 0.1 0.6 0 0 k q 1 0 0 1 1049.5801 311.5944 cm 0 0 m -10.944 -4.471 l -8.347 0 l -10.944 4.471 l h f Q q 1 0 0 1 976.788 311.5944 cm 0 0 m -10.944 -4.471 l -8.347 0 l -10.944 4.471 l h f Q q 654.802 306.84 67.088 67.091 re W n q /RelativeColorimetric ri 67.5546448 0 0 67.6063646 654.4796753 306.6089891 cm /Im15 Do Q Q q 654.802 379.591 67.088 67.089 re W n q /RelativeColorimetric ri 67.435761 0 0 67.5155528 654.6339296 379.455291 cm /Im16 Do Q Q q 800.323 336.36 67.088 80.768 re W n q /RelativeColorimetric ri 67.5342697 0 0 81.1971077 800.0078526 336.1143456 cm /Im17 Do Q Q q 727.565 336.36 67.089 80.768 re W n q /RelativeColorimetric ri 67.7180112 0 0 81.1685106 727.209497 336.1873783 cm /Im18 Do Q Q q 1 0 0 1 802.9647 376.7486 cm 0 0 m -10.944 -4.471 l -8.347 0 l -10.944 4.471 l h f Q q 1 0 0 1 730.1729 376.7486 cm 0 0 m -10.944 -4.471 l -8.347 0 l -10.944 4.471 l h f Q q 233.7508852 0 0 156.0455473 632.4301147 540.2781984 cm /Im19 Do Q q 1003.484 602.573 119.035 85.036 re W n q 121.0831978 0 0 86.7941477 1002.038269 601.5403479 cm /Im20 Do Q Q 0 0 0 0 k q 1 0 0 1 646.4404 692.2495 cm 0 0 m 0 16.725 l 212.312 16.725 l 212.321 0 l h f Q 1 0.7 0 0 k q 1 0 0 1 858.8936 709.1157 cm 0 0 m -212.595 0 l -212.595 -17.008 l 0.01 -17.008 l h -0.283 -0.283 m -0.274 -16.724 l -212.311 -16.724 l -212.311 -0.283 l h f Q q 875.905 602.573 119.073 85.036 re W n q /RelativeColorimetric ri 123.4074321 5.7129962 -4.2254127 91.2739073 875.9914633 596.6728053 cm /Im21 Do Q Q BT 0 0 0 1 k /T1_2 1 Tf 4.9606 0 0 4.9606 634.4291 681.3091 Tm (Side steel plate)Tj 0.201 -9.556 Td [(Shape ret)-20 (ainer)]TJ 0.67 -1.778 Td [(Fixing brac)50 (k)19.8 (et)]TJ 31.617 -15.586 Td (Main beam)Tj 5.912 1.8 Td [(St)25.2 (ud)]TJ 2.085 1.387 Td [(Main reinf)20.2 (orcement bar)]TJ 1.249 4.397 Td (Distribution )Tj T* (bar)Tj 6.378 0 0 6.378 875.8939 591.4795 Tm [(Supporting all t)-20.1 (ypes of bridges and )]TJ 0 -1.378 TD [(anti-cor)9.9 (rosion spec\036ciations.)]TJ -0.01 Tc -34.664 -14.516 Td [(By using IS clips in composite slab joints, it is possible to w)20.2 (ork from)]TJ 0 Tc ( the top )Tj T* [(of the bridge without using scaf)45 (f)20 (olding)-19.8 (. Insert bolts into the composite )]TJ T* [(slabs prior to inst)-20.1 (allation on-site and secure using IS clips. Support plated )]TJ T* [(bolts and non-plated durable t)-20.1 (ype bolts.)]TJ 38.666 4.133 Td [(By using IW nuts in composite slab joints, it is possible to w)20.1 (ork from the )]TJ T* [(top of the bridge without using scaf)45 (f)19.9 (olding)-19.9 (. )75 (When constr)24.9 (ucting plants, b)19.9 (y )]TJ T* [(inst)-20.1 (alling bolts with IW nuts and coating the )]TJ -0.02 Tc [(joints as w)20.2 (ell, on-site coating is )]TJ T* [(not necessar)-40.1 (y)75.1 (. Supports coated bolts.)]TJ 0 Tc 16.002 20.027 Td [(Can be applied to t)24.9 (unnel slabs. )]TJ T* [(Also supports precast slabs as w)20.2 (ell as )]TJ T* (concrete prepared on-site.)Tj 1 0.7 0 0 k /T1_1 1 Tf 8.5039 0 0 8.5039 652.8994 697.2891 Tm (Outline of a channel beam composite slab)Tj ET 0 0 0 0 k q 1 0 0 1 654.9492 499.7657 cm 0 0 m 0 16.725 l 212.312 16.725 l 212.321 0 l h f Q 1 0.7 0 0 k q 1 0 0 1 867.4022 516.632 cm 0 0 m -212.595 0 l -212.595 -17.008 l 0.01 -17.008 l h -0.283 -0.284 m -0.274 -16.724 l -212.311 -16.724 l -212.311 -0.284 l h f Q BT 8.5039 0 0 8.5039 661.4077 504.8057 Tm (IS clips)Tj ET 0 0 0 0 k q 1 0 0 1 901.5576 499.7657 cm 0 0 m 0 16.725 l 212.312 16.725 l 212.321 0 l h f Q 1 0.7 0 0 k q 1 0 0 1 1114.0107 516.632 cm 0 0 m -212.595 0 l -212.595 -17.008 l 0.01 -17.008 l h -0.283 -0.284 m -0.274 -16.724 l -212.311 -16.724 l -212.311 -0.284 l h f Q BT 8.5039 0 0 8.5039 908.0136 504.8057 Tm (IW nuts)Tj ET 0 0 0 0 k q 1 0 0 1 876.0576 692.2495 cm 0 0 m 0 16.725 l 118.777 16.725 l 118.787 0 l h f Q 1 0.7 0 0 k q 1 0 0 1 994.9766 709.1157 cm 0 0 m -119.061 0 l -119.061 -17.008 l 0.01 -17.008 l h -0.283 -0.283 m -0.274 -16.724 l -118.777 -16.724 l -118.777 -0.283 l h f Q BT 8.0787 0 0 8.5039 882.5165 697.2891 Tm (Composite slabs for bridges)Tj ET 0 0 0 0 k 1003.627 708.974 118.758 -16.725 re f 1 0.7 0 0 k 1122.526 709.116 -119.041 -17.008 re 1122.243 692.391 -118.474 16.441 re f BT 8.5039 0 0 8.5039 1010.0858 697.2891 Tm [(T)92 (unnel slabs \(pr)18.1 (ecast\))]TJ 0 0 0 1 k /TT0 1 Tf 0.01 Tc 0.169 Tw 9.2126 0 0 9.2126 646.3062 746.545 Tm [(These composite slabs ar)18.2 (e used on bridges and tunnels and ar)18.5 (e f)18.9 (orm)0.5 (ed b)18.3 (y using channel beam steel t)18.9 (o )]TJ 0.192 Tw 0 -1.385 TD [(r)18.5 (einf)18.9 (or)18.3 (ce the bott)18.8 (om steel plat)0.5 (e)111 (. Eas)18.5 (y t)19 (o inst)18.9 (all with superior dur)18.6 (ability)148.3 (, the need f)19 (or scaff)18.9 (olding can be )]TJ 0 Tw T* [(eliminated b)18.4 (y using IS clips and IW nut)19 (s)55.5 (.)]TJ /T1_2 1 Tf 0 Tc 6.378 0 0 6.378 673.3618 299.0489 Tm [(IS clip inst)-20 (allation)]TJ 9.463 4.628 Td [(Splice plate int)-20 (allation)-2313 (T)115 (emporar)-39.9 (y f)20 (astening )]TJ 11.945 -1.222 Td (with nuts)Tj 16.007 -8.992 Td [(Inst)-19.9 (all bolt and paint )]TJ 0 -1.222 TD [(in the f)20.1 (ab)]TJ 12.435 1.222 Td [(Inst)-19.9 (all splice plate)]TJ T* (on-site)Tj 8.838 1.222 Td [(T)115 (emporar)-40 (y and full )]TJ T* [(tightening of act)25 (ual nut.)]TJ /TT0 1 Tf 4.8472 0 0 6.378 1003.7587 369.3662 Tm (Full tightening on-site)Tj 4.4646 0 0 6.378 1003.8988 362.9883 Tm [(\(single-side inst)18.9 (allation\))]TJ 5.4213 0 0 6.378 911.374 369.3662 Tm [(Fix bolt t)18.9 (o the)]TJ 0.841 -1 Td (main body)Tj 6.378 0 0 6.378 959.0497 369.3662 Tm [(Pr)18.5 (epaint)0.5 ( in)]TJ 0.815 -1 Td [(the f)19 (ab)]TJ /T1_2 1 Tf -9.165 11.898 Td (High-tensile bolt)Tj 5.7402 0 0 6.378 945.4448 403.4893 Tm [(P)20 (recoating)]TJ 6.378 0 0 6.378 994.6118 424.208 Tm [(A)20 (ct)25 (ual nut)]TJ -0.497 -1.638 Td (Splice)Tj 0 -1 TD (plate)Tj -13.472 0.93 Td (Main)Tj T* (body)Tj 1 0.7 0 0 k /TT0 1 Tf 5.484 2.082 Td (IW nut)Tj 0 0 0 0 k 19.549 -8.454 Td [(Inst)18.9 (alled IW nut)]TJ 1 0.7 0 0 k 6.0591 0 0 6.378 988.5707 440.7041 Tm [(Anti-corr)18.4 (osiv)37.4 (e)]TJ 6.378 0 0 6.378 988.5696 434.3261 Tm (cap)Tj ET 0 0 0 1 K 0.425 w 10 M q 1 0 0 1 672.5458 671.6196 cm 0 0 m -4.613 7.997 l -37.878 7.997 l S Q q 1 0 0 1 678.4999 639.0478 cm 0 0 m -8.959 -15.625 l -39.506 -15.625 l S Q q 1 0 0 1 675.0829 645.5478 cm 0 0 m -7.719 -13.488 l -39.28 -13.488 l S Q BT 0 0 0 1 k /T1_2 1 Tf 4.9606 0 0 4.9606 656.1801 570.1089 Tm [(B)20.1 (ot)49.9 (tom steel plate)]TJ ET q 1 0 0 1 699.4179 629.6161 cm 0 0 m 0 -60.908 l -42.98 -60.908 l S Q BT 4.9606 0 0 4.9606 672.3295 559.0992 Tm (Channel beam steel )Tj ET q 1 0 0 1 718.7509 622.8661 cm 0 0 m 0 -65.167 l -45.88 -65.167 l S Q q 1 0 0 1 789.9199 555.3495 cm 0 0 m 5.18 -9.009 l 30.135 -9.009 l S Q q 1 0 0 1 804.0897 589.0893 cm 0 0 m 19.411 -33.631 l 30.723 -33.631 l S Q q 1 0 0 1 814.3516 595.7568 cm 0 0 m 19.453 -33.68 l 72.605 -33.68 l S Q q 1 0 0 1 827.3456 600.2787 cm 0 0 m 12.268 -21.266 l 39.207 -21.266 l S Q endstreamendobj855 0 obj<>stream
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