3° § ú+Æ - maff.go.jp5 b0[ ¨...

56 4 5712 2

18 2 9

26 8 20 1 26 11 10 2 27 2 4 3

FWL FWL

JIS A 1202

1204 1203 1205 1214 1210 1218 1216 JGS 0524 JIS A 1217 JGS 0523 0541 0542

Dd max

wdry wf wwet

wdry Dwwet

wd r y

(CU) (CD)

wopt w

UU CU CD

w2 w3 wopt

mnmmn 1

cm scm s

2.6 ( 2.6)

5 10-5cm/s5 10-6cm/s

( ) 25 3

m m ha ha ha ha m s m s m m

avoidance

minimization

rectification

reduction elimination

compensation

better worse

200 1 200 A B

200 100

1.2 200

QA Are ················································································································· (3.2.1)

QA m3/s re mm/h A km2

ep rACt ··················································································································· (3.2.2)

A km2 re tp mm/h C tp C

karbey

rziha kraven

C 250 350 290 C 190 210 200

C 130 150 140 C 90 120 100

C 60 90 70 (3)

re rfp

rfr pe ········································································································································· (3.2.3)

r 200 mm/h fp

0.75 0.90 0.70 0.80 0.50 0.75 0.45 0.60

0.70 0.80 0.75 0.85 0.45 0.75 0.50 0.75

0.6 0.7 0.8 0.9

70 40 40

Creager 20km2

)1( 05.0ACAq ··············································································································································· (3.2.4)

q m3/s/ km2 A km2 C

15 4 57 5

45 10 ( ) 11 11

Q2 1.2 Q1

30, 60, 120 200 r

tp C A0.22 re 0.35 re fp r

AQ re A

Q1 max(QA, QB, QC)

1.2 Q1

END END

B QB C QC

No YesYes

FS 1.2

q 60 min100 m

HWL FWL

H1 H2Ha H

d 10 m H Hb d 10 m H Ha

HWLFWL

h2h1 h2

H1 H2 h1 h2

qc 500 kN/m2 k 1 10 4 cm/s 1 10 6 m/s

······································································································································· (3.3.1)

t (m) d (m) k1 (m/s) k (m/s)

xr ( hb)xr

dr xxdhk

··········································································································································· (3.3.2)

qf (m3/s) h (m) xr (m) xd (m)

eae ···································································································· (3.3.3)

x (m) xr (m)

q f xr

x 1/10 1.0 3.0m

(HWL) (FWL) h1 ························································· (3.3.4)

a. FWL

0.3 1.2m

(a) h1 b h1 b h1 b

h1 v h1 v h1 v

R 1.0 m h2 0.05 H2 1.0 ··································································································································· (3.3.5)

5.0 m1 m

R 1.0 m h2 0.05 H2 R ······································································································································· (3.3.6) R m

h2 m H2 m

R F (m) V (m/s)

(a) F F

(b) F F

30 m/s20 m/s

1999 30 m/s

V m sV m s

Severdrup-Munk-Bretschneider S.M.B Wilson Saville (4)

B 0.2H 2.0 ····································································································· (3.3.7)

B m H m

5.0 m 2.0 m

HWL FWL h

H1 (m)

h1 (m)

h2 (m)

n4 ( )n1 ( ) b (m)h3 (m)

d1 (m) d4 (m)

d2 (m)

d3 (m)

h4 (m)

0.3 1.0 3.0

1.5 0 0.3 1.51.5

1.1 1.5

5 3.3 0.5 1.2 1.8 1.5 0.5 1.8 1.3 1.85 3.3 0.5 1.2 3.0 1.8

1.5 0.5

1.81.5

1.3 1.8

10 7.8 0.8 1.4 4.0 2.1 2.4 2.1 2.110 7.8 0.8 1.4 4.0 2.1

2.0 0.5

2.41.5

2.1 2.1 15 12.2 1.2 1.6 5.0 3.0 3.5 3.2 2.5

(3.3.5) (3.3.6)

(3.3.7) 1.5

1.5 3.5m

n2 n1 0.1 n3 n2 0.2

d3 1/2 d2

1.5 2.5

1) 2) 3)

60 / min

hHqsinsinCM

·········································································· (3.3.8)

q m3/s b PQ m H1 m k m/s CM M L

MQ M LP C

cossinCM B ······················································································································· (3.3.9)

15 4 A. Casagrande

B1 B2 (B1 B2)/2P R B1 B2 /2 PQ

Q k2 -3.3.13D X Y Y

Y Y0 X 0,Y0

q (3.3.8) Y0

kqY ············································································································································· (3.3.10)

YXYY ···························································································································· (3.3.11)

Q 2 k2/k1 10

q YesNo

a. (a)

(Fs) 1.2

1.2 50 100 50

sat ( )

Rsin O R

(a) (b)

(c) (d)

ABEFDA

0.15 0.15 0.12

0.15 0.12 0.10 )

(1) (2) (3)

( ) ( )

(1) (3) (

c 1 3 U

30 m 15 m

c CU CD

c UU CD

Dunham

Peck N

Meyerhof

Dunham

c kN m

c Nc N

Peck qu N

Dunham qu N

Peck qu NTerzaghi

q u q u

15 4 p. -102 -111 c.

(b) (c)

(a) (b)

F15 15 B85 85 B15 15

75 m 5

15 4 57 5

( ) 9 10 ( ) 14 3

7 pp.51-65

FWL HWL

AdQ m s

d Hd Pg

V m sA md mQd m sL mHd mP mg m s

B mQd m sC

° Hd B

B mQd m sCd m s

Y mX mHd m

Xp Hd n

Xp p X m

a Hd mb Hd mc Hd m

d Hd mr Hd mr Hd m

········································································································· (3.4.6)

Qd Cd B HdQd m s Cd m s B m Hd m P m

Cd PHd

H mHd mP mCCd H Hd

a a H Hd C Cd

HWL HWL

P RT P

R RR Hd HdR Hd

HWL Hd

B B Ka Hd

Bt B Bc

B m B mKa

Hd mBt mBc m

hd d Hd P

P Hd R1

P/Hd 0.2 0.5 1 2 5

1.8 1.8 2 R1 Hd 0.5Hd 1.8 2

1/4 2.1 2.1 1.84 2.1 2 1.83

( ) 2.0 2.1 2.15 2.16 2.18

······································································································· (3.4.10)

P Levelh Vhv h

hVA B C

V VgK hm

P Hd h hv Z hg

V Z hhbg

P m Hd m h m hv m

V m sg m sQd m sb m

h l V l

·········································································· (3.4.15)

h B ml mV B m s

b C mV C m s

hm lII

n I I R B mR C m

B CA B

V VgK hm

iB d d B

m sg m s

D A T mA mT m

rFgQ ···························································································· (3.4.17)

m 0.7 m d / B 0.5

d 0.463rF

Q ( m s ) ··········································································································· (3.4.18)

0.44 0.5 d (0.643 0.61) Q2/5 (m s ) ································································································· (3.4.19)

A (B dm ) d (3.4.20)

X Bx (m) Zx (m)

LXB 11 ················································································································· (3.4.21)

Zx i1 X B (m)

B /B B /B 0.5 B X (m) L (m) B i1 1/13

l (m) l 4 d ························································································································· (3.4.22)

d (m) i2

i2 g n2 Fr 2d

···································································································· (3.4.23)

qd Qd Wt

a b a a

Q XVqVg

h X mQ a m sQ a m sV a m sV a m sq m s m

V V V m sg m s

d A mV m sd B mV m shs mhm m

n R mR m l m

USBR III

m s mm s

USBR IV

d md m

W mC m s Cg m s

USBR III

m s m m s

dd1 F1

LIII 3 d2

d hW h

S hS dh d

III IV

USBR IVF

Wd min

LIV IV

m s m s

tw cmtw

W tb W

m /s a b c tw tf tb tp

Q m sW

Yq q Q

I III or IV

LI III or IVX

USBR III USBR IVLd D hd He Y

d d F D Yq

YgqD c

q m s mg m sY m

V m sd d F

USBR III IV F

FUSBR I

F USBR IVF USBR III

USBR I

LB Lp dc

Ld LI III or IV

df dd TW

Lp Y hd He

Lp Y hd HeLp Y hd He

Lp Y hd He

F V g d

Ld Y hd He

df Yd Y

V d F Xdc df

m dc dc

q q gY hd

dc Lp Lp Dhd He Y

LB Lp+ dc

dcTW dc

HgNWL Q m

Q m sW mN g m s

USBR IVd d Q d Y Q

Fb m g m sV m s d m

Fb C V dFb mC V m s d m

Fb V dFb m V m sd m

HWL HWL

1) L L (3 5)H 2)

Westergaard

hbKP whew

Pew kNKh

w kN mh mb mhew m

Westergaard V

·················································································· (3.4.33)

(N/mm2)

SD295 176 264

157 264

SD345 196 294

176 294

( ck 21N/mm2)

0.42 0.63

1.5 2.25

( ck 24N/mm2)

9 13.5

0.45 0.67

1.6 2.4

h m h m

RHWLFWL

mmm m mm m

(mm) (mm)

200 150 230

200 300 200 250

300 400 230 300

400 300

D13mm 16mm D16mm 20mm L 500mm

D16 19mm 19mm D19mm 25mm L 500mm

D22mm 25mm D25mm 30mm L 500mm

1) U.S.Bureau of Reclamation Design of Small Dams

D.R.Waldron Design of Labyrinth Weirs, MSc thesis, Utah State Univ.

D.S.Miller Discharge Characteristics, Balkena PublishersN.Hay,G.Taylor Performance and Design of Labyrinth Weirs, Jour. of HY,ASCE

500 m 500 m

HgCA Q

A mQ m sCg m sH m

m s m smm

A m Q m s V m s

0.15 0.20 m 0.60 m

S USS US

AIRneQ

Q e m sn nR mIA m

h D A R

F.W.L.

D mm a m a m D mm a m a m

h mh m

JSWAS A JDPA GWSP

Hmax D or m D m

HgCA Q

HgCAmaxQ

A mQ m s m Hd sCg m sH m

H H H hHd mH mh mQmax m s

(JGS0541)

Yes( ) No( )

Yes No

JIS A 1202

1204 1203 1205 1214

1210 1218

JGS 0524 JIS A 1217 JGS 0542

0541 0523

(CU) (CD)

S 300 700m/s

N 50(S 300 400m/s )

(sa-sr)maxD

(sa-sr)maxM

MU (t) U (t) KU(t) R(t)

U (t) U (t) U(t)

1 1 5 9.1.7 2

(C) (C)

H-D Hardin-Drnevich GHE

1. (1)

2. (2)

) ) ) ) R-O

H-D GHE

LmaxRmax

D50 D10

FCFC IP

Yes No

50% D50 10mm

FC 35%

10% D10 1mm

FC D50 D10

R Rmax

L Lmax

LRFL /

LwRCR/ hgLd kLxd 015.00.1

0 hgLzhgL kCk

wtwtv hxh 21

4.00.24.01.067.03.3

1.00.1

1414 106.17.1/0882.0

14 7.1/0882.05.46

70'/ 170

NNcNcN

%60120/%60%1050/40

%10%00.1

C%1018/10

%10%002

15010 2/log36.01 NDNa

21 cc N

TG 0.2

0.2 TG 0.6

0.6 TG

i 1 4 ···································································································· (3.8.16)

iH i m

siV i m/s

siV 100 iN 1/3 1 iN 25 ················································· (3.8.17)

siV 80 iN 1/3 1 iN 50 ·················································· (3.8.18)

iN i N i n i

N 25N 50 300m/s

FL Cw C

980gal

Dk cm s

JIS Acm

D JIS A A B

mhahahaha

IN RN N N bT'a

a b tN

N II IN

t RNt t

IN N mm hRN N mm

Nt N t

INt N t mm h

RNt N t mm

t hT ha b

R I mm h R mm h

t t tt t

aR t mm

t t t tt t

ttbtta

bttaI t

btbtttba

ht h t h

t h t h

h m mm h mm h h m mm h mm h

min minmin min min

FWLh–V

FWLm h–V

Vh–V

Q C B hQ m /sCB mh m

V t t V t I t t O t t ttIttI/ttI

tOttO/ttO

V mI O m s

I t th O t t

V t tV t t) h –V hh h e m

t V t m I t m s

I t t m s

m sO t m s

t h mO t t

m sV t t

h h m e

t h mO t t

m sV t t

h h m e

t h mO t t

m s V t t

h h m e

t h mO t t

m s V t t

h h m e h m

tV t mI t m s

I t t m s

m sO t m s

t h mO t t

m s V t t

h h m e

t h mO t t

m sV t t

h h m e h m

tV t mI t m s

I t t m s

m sO t m s

t h mO t t

m s V t t

h h m e

t h mO t t

m s V t t

h h m e

t h mO t t

m s V t t

h h m e

t h mO t t

m s V t t

h h m e h m

h m m s m s m h m m s m s m

Kb m s

Kf m s

qf min mm s m

Kf cm s m sKb cm s m sZf mh mZb mXXd mXr

fff XX

r eaeX

e aX Y

e aX loge aX loge X

t kN m

' kN m

qa kN m

c kN m

w kN m

c kN m

q kN m

kN mMy

n Tb m

R tan n

sinsin)sinsin

sincossin

i sin( i )

Ph Ph Ph

Ph KaR q

Ph KaR

kN mPh KaR t

sin R R

sincos R R

kNkN kN

kN mMy

R tan n

Ph KaR t

Ph KaR

kNkN kN

kN mMy

R tan n

o tan kh

Ph KaER t

Ph KaER

sin R R

sincos R R

kNkN kN

kN mMy

Ph Pv w

kNkN kN

kN mMy

Ph Pv Pv Pv

Ph w Ph

kN m kN mPh w Pv w

kN m kN mPv Ph Ph

kNkN kN

kN mMy

Ph Pv w

Pd w kh h

my y yd

kNkN kN

kN mMy

My Pd y

P Fs H V fP kNFs

H kNV kNf

P Fs H V f

sinsinsinsin

sincossin

i o sin i o o

Ph KpL

sin L L

sincos L L

kNkN kN

P kN kN OKP kN

M y P y kN m

P Fs H V fP kNFs

H kNV kNf

o tan k h

Ph KpEL

sin L L

sincos L L

kNkN kN

P kN kN OKP kN

M y P y kN m

kN mMy

Fs HBcVtan

m|e| B m OK

kN m OK

Fs HBcVtan

m|e| B m OK

kN mkN m

kN m OK

Fs P kNPh kN

Fs HBcPV htan

kN mkN m

|e| B m OK

kN m OK

kN mMy

Fs P kNPh kN

Fs HBcPV htan

kN mkN m

|e| B 0 m OK

kN/m OK

P Fs H V fP Ph

kN mkN m

FWL mn

Q m sFWL H m

A mQ m s Q m sC g m sH m Hd H hHd mH max D or mD mh m

D mmHd mH

Hm H m

D mmHd mH

HgCAmaxQ

Q n R I AQ m sn R mI A m

Q max mm

mm Qmax

h D A RA mR mI I

Qm s Qmax m s OK

H m Wv w H

H m Wv Cd w BWv Cc w Dc

Wv w HX

W w Hv

(k / ) (k / )

W C w Bv d

K H B12

(=3.272 )

sinsin

(=25 )

W C w Dv c c

K H Dc2 12

K H Dc

K H D e

c ( 0.836 ) 1.0 sd -0.1

v 77.87 kN/m2

v 84.82 kN/m2

v 36.00 kN/m2

v 77.87 kN/m2

X X X1 2

X FK W R K w R K W R

EI e Rv p p

20 061

( ). '

0203.0412.02820061.012/0109.0160000000

)412.084.0169.0412.08.9085.0412.087.77096.0(23.1 33

X F K W REI e R

20 061. '

2 0 ( ) ( ) ( ) (k / ) 9.8 k /

(k / ) 70 k /

0.096 0.085 P 0.169 1

2 1.0 160000000 k / 1 2 t 12 ( 4/ )

( )( )

(k / )

e e a b w' '0

3000 1.0436 1.0 0.9 2820

0 ’ ( 3000k / 2) a

a c sB B1 01 12. .

1 0.1 (2.436 2.000 1.0436

c ( 2.436 ) s ( 2.000 )

b 1.0 w

wrP 4550

90 45 50 0.9 r ( 90%)

0.0203 (2 0.412) 100 2.46(%)

44.5302

0.02030.4122820

(k / )

1, , , 2,

2 166.0 RPRWkRwkRWWkM hdpwv

0.314 77.87 0.4122 0.321 9.8 0.4123 0.102 1.978 0.412 0.166 53.44 0.4122

(k / )

tDD ccp (k / )

( ) ( ) 0.314 o 0.321 P 0.102

aa oH D

2 0.0109 (0.836 0.0109 2) (189000 0.7 6 53.44 0.01092)2270 (k / 2)

189000 k / (k / )

( ) o ( ) ( ) ' 0.7

TPE EPDM

EPDMIIR

IIREPDM

EPDM IIR

PVC PVC

N cm JIS A JIS A N cm JIS A . JIS K JIS K

H hs m m m m m m

H m m m

G G G sin G cos

F F G G

F G G sin

mm mmU

JIS A CBR JISA

qc kN m

ig loss

JIS A JIS A

qc kN m

exqc kN m

qc kN m

exqc kN m

W P L W A W T P R T A B

A W P L W A W T P R T B W P L W A W T P R T

P W P L W A W T P R T W L A T R

H/P H m P m

l T AL T tan sin m

B B C tan m

B B T tan m

A A C tan m

D AL m

D D T tan m

Gx D cos m W1 A B Gx m

Q d m s Hd m Cd m s A B m W W

W B D cos m L W

L B D m

W P L W A W T PR T

P W P L W A W T P R T W L A T RL W

AL sin m

A A T tan m

D AL m

D D T tan m

W W W B D cos m L W L B D mCd m s C m s

C Cw g

Cw g m s

L m A mW m

H m P m

H PH P

p Frederick Lux Design and Application of Labyrinth Weirs, International Symposium on Design of Hydraulic Structures nd p

Af Ar Ac

Windows

Mlog d M

Map DK

K-NET gal gal

Vol.9 No.3 443-455 URL https://www.jstage.jst.go.jp/article/jgs/9/3/9_443/_pdf

URL http://www.naro.affrc.go.jp/nkk/introduction/files/d_sendan.pdf

SBIFT 2009

URL http://www.web-gis.jp/e-Forum/2009/132.pdf

3° § ú+Æ - maff.go.jp5 b0[ ¨...

Documents

˛0720=85: ˆ0?@>;0:B04 >?@545;5=8O F8:;>35:A0=>=>:A8@:C2 >:C

Briefing on APANPIRG Priorities and Targets...Proposed APANPIRG Structure (2013 - 2015) APANPIRG AAITF (B0-30) RACPTF SEACG (B0-10) FIT-ASIA (B0-40) ADS-B SITF (B0-84) WAFS TF (B0-105)

88. B Mixing · 2019. 12. 6. · 1 88. B0–B0 Mixing 88. B0–B0 Mixing RevisedAugust2019byO.Schneider(EPFL). TherearetwoneutralB0–B0 mesonsystems,B0 d–B 0 andB0 s–B 0 (genericallydenotedB0

Geo 8o homem_espaco_cap1_site

Algebra 8o ano_1a_etapa_2013

Maθημα 8o Εκπαιδευτική Ψυχολογία

Matematicas 8o

~~~gMENT N~£8o~1og1s

8o ab vassilopoulos

12359-99 2KA>:>;538@>20==K5. ˝5B>4K >?@545;5=8O 07>B0“ОСТ 12359-99/gost_12359-99.pdf · Title: ГОСТ 12359-99 Author: Subject: Стали углеродистые, легированные

8o dim stav

0AAB@5=K >A>15==>AB8 ?>AB@>5=8O 8 @0AG5B0 B0:8E … · 112 va=8: !c< #. !5@vo ˝"5e=vg=v =0c:8 ˛, ! 2 ˇ 2011 # ˆ 621.383.51 $˚"˚ ˙ ˆ" ˘’˛ ˜ "

5 /% µ6õ'¼ ¥ å Æ × î ± © « ¸ Ò b ó ² P'Ç ö = í0 1 i ... · ö = ±8o% p8o% 8o$ `8o% ö =8o% b% $× Æ 1 Â ½ / ['¼ b0 1 t^ b _ î X ^> b)~) x^>K b& 1 _ | ~ §

China Wireless Telecommunication Standard (CWTS); · Web viewIn the case of two TFCI bits denoted b0 and b1 the TFCI word shall be { b0, b1, b0, b1, b0, b1, b0, b1 }. Coding short

Dst 8o Ano

Grado 8o - ierlaflorestamaceo.edu.co

I 9 0¿( i · 2020. 10. 6. · M "I 9 b0¿( b ¥>& ±4 w æ _ > E "I 9 b0¿*( _6õ M 2 >& ¹ B º 2 '¨ è W 2 \ 8 : >''¨>3 ²'¨>/8o'¨>/ 6õ >' § "I 9 b ¡&à l g æ'¼ >& M>'"I

8o Συνέδριο Επούλωσης Τραυμάτων Ελκών · 8o Συνέδριο Επούλωσης Τραυµάτων και Ελκών 8o Συνέδριο Επούλωσης

Μάθημα 8o La

˜@028;0 >D>@ AB02;5=8O, ?>40G8 8 @0AAB@5=8O 70O2:8 =0 … · 2019. 5. 22. · ˜@028;0 >d>@ab02;5=8o, ?>40g8 8 @0aab@5=8o 70o2:8