Perhitungan Perencanaan Bangunan Irigasi

8/18/2019 Perhitungan Perencanaan Bangunan Irigasi

1/88

1.40 m^3/dt

4.400 m^3/dt

45.000 m^3/dt

Coarse sand ( n ) 0.03236

Specific Gravity (Gs) 2.10Void Ratio (e) 27%Diameter sedimen 0.0055 per seribuel. Sa a! tertin""i

# inta$e# pen"ela$ (#%&)# '&t!

sudut "eser dalam (Ø)


2/88

Saluran Pengelak

# n &.&3* $oef. +annin" (untu$ tana! berpasir)

b / ! 4.17 (tabel De Voss)m 1.5 (tabel De Voss)V 0.7 (tabel De Voss)

,er!itun"an -%). (b m!)0! (3! %1'!)0! 5.67*). , b *! (m* %)&.' 3.'! *!(*)&1' 7.7756 !3). R / , 0.7292 !2). # V0

! 1.4197 m+a$a -5). w = 1/3 * h w = 0.4732 m6). H = h + w H = 1. 9307). !ek "l#ran $r = &/") / g*h)0.5 $r = 0.2109 ' 1 al#ran (u kr# #()

11.42 6 m, 11.0391 m '1 14 buat !itun"an sal. ,en"ela$ R 1.0353 m b 5.9203 m

5 10.1794D 1.1227

m3/dt

! *

&.40'!*


3/88

a el Perh# ungan ,em#r#ngan Sunga# "(l#

- Pa k arak e a #ngg# Sl e

% ,% &.& *4.6*& &.&& &.&&& /h

* ,* 2.&& *4. && &.%* &.&&* .&&

3 ,3 *3.&& *4. %' &.%6 &.&&

2 ,2 *3.'& *4.2 % &.%' &.&&4

' ,' 2*.&& *4.%'3 &.3% &.&&4

, *2.&& * .6 &.%4 &.&&4

4 ,4 *%.&& * .46% &.*& &.&&6

, 3&.'& * .4 * &.&% &.&&&6 ,6 **.&& * .2* &.3' &.&%

%& ,%& %'.&& * .333 &.%& &.&&

7umla! %'*.' Rerata Slope &.&&2

m) (

%.&3' &.&

le a(#a(ar

& 10 m3/ )


4/88


5/88

Penen uan 8e ar ek # en ung

8 9 b 8 p 8 St 3%.3*9 98 (pembilas pilar) 8 pilar utama8 dindin" pena!an8 9e 9 8 * . (n.:p :a) . ;e 3%.3* 8 &.*& ;e

a a: a a eren;anaan <

Den"an satu pintu pembilas


6/88

er;u en ung > e ?gee


7/88

Per(amaan en uk el#m ah ?gee F rumu( mer;u angka )

k e #(#en %. 43 disesuaingk H &.44

+a$a 0.900 ngk I %.44 E 1.59

5iti$ a al melalui "radien -misal E 1 % 1.59

0.626

F 0.547 0.900 0.30

le a(# un;ak mer;u 0B 13J0B45 )

,er!itun"an beri$utnya ditabel$an -I G

&.%&& &.&%'

&.*&& &.&'*&.3&& &.%&

&.2&& &.%44

&.'&& &.* 3

&. && &.3 3

&.4&& &.24

&. && &. &'

&.'24 &.3&

F%.44 %. 43 ;d&144 F%144 %. 43 ( &.3243 )&144

F%144

F&144

F&144

F&144

(&1 %3)%144


8/88

8engkung e # #a a( en ung

# *.%6,er!itun"an selan?utnya ditabel$an -

le a(# He m) e m)

33.&&& &.&& 3%.3* &.&&&

33.%&& &.%& 3%.3& *.%42

33.*&& &.*& 3%.* .%2

33.3&& &.3& 3%.* %%.* 3

33.2&& &.2& 3%.*2 %4.3 %

33.'&& &.'& 3%.** *2.*24

33. && &. & 3%.*& 3%. '3

33.4&& &.4& 3%.% 2&.%%3

33. && &. & 3%.% 2 .644

33.'%3 &.'% 3%.** *'.% 3

mber - ;asil ,er!itun"an

(*. 61 %.(3162 %1&3 8 B))^&1' 8 4 / (321' . B))^&1' &Den"an cara coba8coba didapat$an nilai B u 0.12 m( dlm m )

VB # / ( B. 9e) 6.57 m/dtB VB / (". B)^&1' 6.00

Tinggi air sebelum loncatan :

0.12 m

Debit air persatuan lebar : qH # / 9 0. 0

Pers. Utk menent. Tinggi loncatan air :

(%/*0((% ( 04133^*))^&.' 8 ))/&1*60.976 m

Rumus & = ! A 2/3 A 2/3.g) 0B5 A e A He 1B5

(32134 8 &1*& ;e) ;e%1'

& m3/ )

% B

m3/dt

* / B %/*((% ( 0 r^*))^&1' 8 %)

*

+a$a *


9/88

Tabel Perhitungan Profil aliran :

Dari persamaan - (*.".(B ;e 8 B))^&1' 8 # / (9e. B) &0 9e 3%.** VB 0 ;e &.'%*' VB 0 # *'0 " 6. % r

@levasi leren" bendun" @levevasi punca$ bendun" 8B@levasi mu$a air @levasi leren" bendun" B

K GK K $r le a(# lereng en ung

%.&&& &.*2 6 3.** *.& 3*.&&& 3*.*26

%.'&& &.*%* 3.44 *. % 3%.'&& 3%.4%3*.&&& &.% 6& 2.*2 3.%% 3%.&&& 3%.% 6

*.'&& &.%4*& 2. 3.' 3&.'&& 3&. 4*

3.&&& &.%'6& '.&2 2.&3 3&.&&& 3&.%'6

3.'&& &.%2 ' '.36 2.24 *6.'&& *6. 26

2.&&& &.%2&& '.4* 2. *6.&&& *6.%2&

.'&& &.%* ' .*3 '.'' *2.'&& *2. *

Perh# ungan Pr #l "l#ran aha an S an ar )

data - , .'&& ;d &.'%&2 ;e &.'%*'9eda elev.!ulu8!ilir(asumsi) B *.&&& @o , ;e B 9.013

le a(#muka a#r

√ 19,62(Z + He−Yz)Q

BexYz

Vz√ 9,81 xYz


10/88

Perh# ungan le a(# er;u en ung

elevasi dasar saluran 26.500tin""i mu$a ir %.3&&elevasi sa a! tertin""i 31.500ma$a -elevasi sa a! tertin""i 3%.'&&tin""i air disa a! &.%&&$e!ilan"an tin""i te$an dari tersier $e sa a! &.%&&$e!ilan"an tin""i te$an dari se$under $e tersier &.%&&$e!ilan"an tin""i te$an dari primer $e se$under &.%&&$e!ilan"an tin""i te$an $arena slope &.%'&$e!ilan"an tin""i te$an $arena alat u$ur &.2&&$e!ilan"an tin""i te$an dari sun"ai $e sal primer &.*&& persediaan te$anan $arena e$sploitasi &.%&& persediaan te$anan ban"unan lain &.*'&ele a(# mer;u en ung 33.000

#ngg# en ung 6.500


11/88

dari p diu$ur &1' cm $e $anan $e $iri dpt selisi! nya &1''"a$ ada $etetapan nya11 di lo"i$a..

Co ada di :,..


12/88

o"ee berapa

>ntu$ "ambar desi"n mercu ( arna biru dan $unin")R% &.2' ;d &.*3&

7ara$ R% &.%%6 ;d &.& %R* &.2 ;d &.*2'7ara$ R* &.%%' ;d &.&'6


13/88

0.000 10.000 20.000 30.000 40.000 50.000 60.0000.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0. 0

0.90 8engkung e # # a a( Pel#m ah

& m3/ )

H e

% m

)


14/88

*Perh# ungan 8 n;a an H# r l#(

VB ((*.".(B ;e8 B)^&1')VB #/ (9. B) ?adi ((*.".(B ;e8 B)^&1') #/ (9. B)

rB VB / ((". B)^&1')dimana-


15/88

a el Perh# ungan Sunga# en;ana engan (l e ; a:; a

le a(# m m) H m) P m) m) m/ )

(@lev n8 @lev n8%) (b ;) (b *!) ( / ,) (V

*4.6*& 3'.*4* &.&&& &.&&& 3'.*4* &.&&& &.&&&* .2*& 3'.*4* &.'&& %4. 3 3 .*4* &.2 &.2* .6*& 3'.*4* %.&&& 3'.*4* 34.*4* &.62 &.43&*6.2*& 3'.*4* %.'&& '*.6& 3 .*4* %.3 * &.62&

*6.6*& 3'.*4* *.&&& 4&.'22 36.*4* %.46 %.%*&3&.2*& 3'.*4* *.'&& .% & 2&.*4* *.%6& %.*443&.6*& 3'.*4* 3.&&& %&'. % 2%.*4* *.' 2 %.2%6%*4.*'& 3'.*4* 3.'&& %*3.2'* 2*.*4* *.6*& %.'2 %Sumber : Hasil perhitungan

%. Slope y" di"una$an (coba8coba) 0.0004501.9 5

3. engan (l e ; a:; aB maka al#rann>a a a menLa # al#ran (u kr# #( engan $r M 1

" m 2) & m3/

(Dr"ambar) lebar sun"airencana

(%/n0R */30S%/*)

*. 7adi ut$ #'& %'1 m3/dt1 ma$a ! ! rencana I ! asli1 $arena brencana J basli


16/88


17/88

,an ng 8um ur

P la era(# #n udata perencanaan -# inta$e %.2&&B &.* $e!ilan"an tin""i ener"i pada permu$anm &. $oefisien debit untu$ bu$aan ba a! permu$aan air den"an $e!ilan"an ener"i $ecil

a &.4' tinn"i bu$aan" 6. %se!in""a # %1*0#inta$e

# %. &

&.4& 42 *6 b %.2%3 m &.*& 42 *6 &.2%326*'44

7adi lebar bu$aan bersi! %12%3 m den"an tin""i bu$aan &.4' me(a#n P#n u Pengura(

Di$eta!ui -9 inta$e %.2%3 m9 pembilas &. 2 m &.2*2&2444Direncana$an - &.%42&2444 &.32 &6''2


18/88

e(a#n ,an ng 8um urDi$eta!ui -#n %.2&&Diameter butir &1&' mm &.&&&&&'' m#s Debit pembilas %. &&

#men(# ,an ng lum ur

Selan" a$tu pembilasan (5) 3 min""u se$ali *%!ari soal di format 3 min""u5 % %22&&deti$ +a$a Volume $anton" lumpur V %*4&.&8ua( ra a:ra a ermukaan kan ng lum ur

0.0021+a$a


19/88

, n r l <r J %

0.5* *8 ) * S(:Sn)*82* 8r &.4&* K. J % (M: LLLL) 1270.0 0 67 .370575 591.70956 166. 921

PanLang kan ng 8um ur 1270.0 014

% . 6*% m. 4 KK.. b 8.129 m*.&& m

Nilai < diambil !ar"a rata8rata -

< %*2.226 mse!in""a < / 9 33*1 3/%*166 &*& 3% mKKI (M: LLL)Penge;ekan #(#en(# Pengen a anOo (!n0Vn) / <Oo &.&&%*24 34O / o %. 3% & &2O / Vo &.&&+a$a dari "rafi$ camp (:, &* ban"unan >tama !al %'% ) diperole! efisiensi pen"endapan ' P

r Vs / ("0!s)&.'

V ( &.'0b0


20/88


21/88


22/88

m


23/88

Perhitungan %e&.*& C

321348&1*& ;e 0B20*He) HeN1B5 ;e3%.3* 3%.** &.%&*'& 2 ' &.3 636 *&3*2'0.5125 i"anti den"an "oalsee$

!asil 11.4559 5 11.456207 Perhitungan &ilai '( # '&

9e 3%.** # '&V &.*& Perh# ungan ;d &.'%&2,/;d %*.42 'o )konst* ! 1.+ 32;e/;d %.&&2 88888888888I '1 ),P02-#9* ! 1.000 coba* "rafi$ 3%.3*,/;e %*. 88888888888I '2 ),P02-#5* ! 0.991 coba* "rafi$Cd %.*6;o %.&4

)P r /g* ! "0.+5 %e)P r /g* ! "0.1 9+ 9

engkung Debit (i atas 3en(ung 2. 9B 1. 4.6+ 1.22GK))N0B5 : 42/ 1 B42. GK) =0 2. 9B 1. 4.6+ 1.22GK))N0B5 : 42/ 1%6. *&& %6. *&&4.&%*' . ' 0.1440511739 6.&%*''.'' 4 .' ''

6.050

G2/Gu = 1/2 1+ *$rN2))N0B5 : 1)>1/2 8&.& &6 %2 Gu 0.121962 34

>1N2/4 &.&&34% 42 0.972717 $r 6.0023012.ON2 / g.>1 %.& 2 %3 * G2 0.9760992171

%.&33 6

.GK)r er( < 2. 9B 1. K + 1B97474 : GK))N0B5 : 65 / 1 B4210. GK))N0B5 =0

l &/ *GK) Ha(#l "kh#r

gA2 %6. * &. && &.3%6&* 3.62'42'34 2.'% &*%** 8&.'4*%.*&& &.*2 63 '.3' 42% & '.46&% 4 8&.23%

He &.'% %. && &.*%*' .2% *&34 .4 &*%% 4 8&.3 %*.2&& &.% 66 4.3%&&&' * 4. * 4*&%' 8&.3%4

e 3%.** 3.&&& &.%4%66 .&6'4 3*% .3 &'36 ' 8&.* '& 2' 3. && &.%' 6' . &4326'3 6.& 4 '6 4 8&.* &

2.*&& &.%2 '2 6.2 * 2* 6.4&3 *34% 8&.*2%2. && &.%366' %&.&42&3263 %&.*6 '36 8&.**''.2&& &.%3*4* %&. 2 62 &3 %&. '66%63 8&.*%%

.&&& &.%* '% %%.%632423* %%.36* % 8&.%66

.'&& &.%*%6 %%. *4*'6'3 %%. %4 3% 8&.%6%4.%&& &.%* '% %*.%%6*3'4' %%.36*4*24 &.4*44.4&& &.%*%64 %*.'66& '6 %%. % '4% &.4 *4.&&& &.%3*34 %*.&33*2 *' %&. 6& ** %.%22

.'&& &.%* 2 %3.*&*2 '6% %%.*%6 4& %.6 3

Desain ,olam 4lak GL = O/ 2*9B 1)* HL:GL))N0B5O &. &&422% % >u &.%**

G2 = : G1/2)+Q G12/4)+ 2.O2/g.G 1)R

0B5

ar# er(amaan < /2.g. K + H : GK) : & = 0

GK ; a:; a)


24/88

e(a#n , lam ?lakan,e alaman , nLuga(# 8 n;a an a#r) PanLang 8 n;a an H# r l#(,d dsr !ilir1 ? 0.122 m


25/88


26/88

eren;anaan (hee #lekontrol dengan teori kosla direvisi pa$e s!eet pile yan" baru

#r( #le l#ne #le 1)d %&4.4 8%&%.* (lantai dasar !ulu $e dasar s!eet pile) b 22.49 (?ara$ bendun") (dari !ulu sampai !ilir 8 endsill)

b% &.' (titi$ a al !ulu $e s!eet pile) b/d *. %% % 8 b%/b &.64 b%/b &.&**

ma$a dari $urva -24 P alp!a sebela! $iri 11 (b/b% ba a!)3 P alp!a sebela! $anan 11 (b/b% ba a!)3 P alp!a sebela! $anan 11 (%8(b/b%) ba a!)

$ore$si untu$ $etebalan lantait %&4.4 8%& .* 1.5$ore$si untu$

U('& 8 '3)/ .' %.':2.06 ( )

$ore$si ter!adap pile *c %6 0 (D/bE)^&1' 0 U(D d)/b

den"an bE %4.%%6 ,an?an" ,ile % $e * b **.26 %&4.4d %&4.4 8%&%.* .&& &D %&4.*38%&&.4 .'& ,an?an" lantai dasar apron sampai pile %

ma$ac 4.'2 ( )

?adi $ore$si te$anan'3 &1 6 1&46 52.4 6 P

3 P3 P

#n erme #e #le l#ne #le 2)d %&4.4 8%&%.* 6.5 b **.26 b* %4. %6α = b/d 3.460 % 8 b%/b 0.217

b*/b 0.7 3ma$a dari $urva -

'* P alp!a sebela! $iri 11 (b/b% ba a!)2* P alp!a sebela! $anan 11 (b/b% ba a!)2% P alp!a sebela! $anan 11 (%8(b/b%) ba a!)

$ore$si untu$ $etebalan lantait %&4.*38%&'.4 1.5$ore$si untu$ [(φ ∆2 − φ Χ2)/δ]τ $ore$si untu$ U(f @* 8 f D*)/d 0t

U( &8**)/ .2' %.2' U('&8 &)/ /2'0%.2:2.31 ( ) :0.231 ( )

α

φ C%φ D%φ @%

φ C% [(φ D% 8 f C%)/d t

φ C%φ D%φ @%

φ C*φ D*φ @*

φ C* φ @*


27/88

$ore$si ter!adap pile %c %6 0 (D/9E)^&1' 0 U(D d)/b

den"an bE %4.%%6 ,ile * $e 3 b **.26d %&4.4 8%&%.* .&&D %&4.*38%&&.4 .'&

ma$ac 7.54 ( )

$ore$si ter!adap pile 3c %6 0 (D/9E)^&1' 0 U(D d)/b

den"an9E %*.34* ?ara$ antar pile * dan pile 3 b **.26d %&4.*38%&&.4 .'D %& .* 8 %&*.* .' ?ara$ antar lantai ola$ $e pile 3

ma$ac 4.6 % ( ) 23 N2 '4

?adi $ore$si te$anan 2% ;23 3 41&& '4. '3 P

8'8 .3 % 33. * P

la( #le # wn( ream #le 3)d %& .* 8 %&*.* .' b **.26 b3 29.9911/α = d/b 0.2 9 α = 3.4600 % 8 b/b3 :0.334ma$a dari $urva b/b3 1.334

'2 P%& P

$ore$si untu$ $edalamant %&4.*38%& .* %.4&6$ore$si untu$ U(f @3 8 f D3)/d 0t

U('&8* )/2 0&.6'8%%.' 6 (8)

$ore$si ter!adap pile *c %6 0 (D/9E)^&1' 0 U(D d)/b

den"an %3. & bE %*.34* b **.26d %3 1348%32134 .' 44D %3 1348%32134 .' ; *

ma$a 6%c 4.6 % ( )

?adi $ore$si te$anan@38@38c %3. & P

φ C*φ @*

φ D3φ @3 %8'&%

φ @3

φ @3


28/88


29/88


30/88

maA#mum er; la # n hea H = 0.9761 )

P #n Pre((ure Hea

C% '*.2 &.'%*

@* 33. * &.3*6C* '4. '3 &.' 3@3 %3. & &.%33

!ek un uk ke e alan lan a#5iti$ "s

,c% 8 U(,c% 8 ,e*)/'14'0'.' *.%%.&6*8U(%.&6*8&1664)/'14'0'.'&.2'3

den"an Gs *1* ma$a $etebalan lantai apron,a / (Gs 8 %)&.2%*

5iti$ 9 ,c* 8 U(,c* 8 ,e3)/%20&.3

%.2 6 8 U(%.2 68*.333)/%20&.3&.'''

den"an Gs *1* ma$a $etebalan lantai apron,b / (Gs 8 %)&.'&'

5iti$ C,c* 8 U(,c* 8 ,e3)/%21 0&.6&163% 8 U(&163%8&1 2')/%2.6 '0&.6&.'3%

den"an Gs *1* ma$a $etebalan lantai apron,c / (Gs 8 %)&.2 3

# #k ,e e alanH# ung en;ana&.2%* %1'K( aman LLLL)

9 &.'&' %1' K( aman LLLL)C &.2 3 %14&6 K( aman LLLL)

A# Tra #en beda tin""i air &.64 &66*%4%d el.


31/88

se!in""a*. %%*'

9 pan?an" bendundari $urva e it "radien

&.*4

?adi G@ (*1%%'/')0&144

&.&33

amanKKKK.

α b/d *&.442 / 2.6'

1 / (π √ λ)

(Η/δ)∗1 / (π √ λ)


32/88

Perh# ungan #n #ng Penahan

45

Perh# ungan He

Cd (asumsi) 1.2sin 2&

S!" 4 *.% *3 ('3. * 8 &1*2 ;e) ;e%1'20.620

0.7632

Perh# ungan Penen uan n#la# ! di"anti nilai f di s!eet bab 3 masin"W.. =tun"1.21.30 sin di bab 3

31.171 Sin 36= &.' 44 '*'0.199 &.2%**%' %.' 44 '

0.7612 &.*'6.5391.003 88I C% %.&&&

.517 88I C* &.66%1.2 (mende$ati Cd asumsi)

# !itun" 2'. 2,e(#m ulan = & h# ung C &ren;ana DDDDD."SE SF ?, !HEG

, ;d ! 7.261 m %6.3 3 *.2*&36 2%/30! 2.420 m; 11.1 2 m&1* 0; 2.907 m 6. *&12*'0; 4.752 m

menentu$an rembesan air pada tubu! dindin" pena!an -d ((%/3)0;) % 4.727 m 4.727

3.937 m 3.937

X 360.2596

:p 3. 51

# *' m3/dt

Rumus # %&& Cd */3 (*/3.")&1' 9e ;e%1'

(321' 8 &1* ;e) ;e%1'D"n cara coba8coba didptHe

! %1* 223! ($onstanta) %. e 321' 8 &1* ;e *. #/ # / 9e. ( , ;e)

3. H ;e 8 (V*

/ *") 2. P / H '. He/H

.P / He 4. ! h# ung) Co C% C*

. Rumus # !itun" Cd */3 (*/3.")&1' 9e ;e%1'

%1*4 */3 (*/3")&1' 321* (%1&3)%1'

o (!* d*)&1'8 d

:a (% 8 sin X )/(% sin X)


33/88

Perh# ungan n#la# gammaf t" 3 &.4*4

e ( .Gs)/Sr Y Sr % (e.Sr)/Gs 0.12 6

a$e $al$ulatma$a. tana! pa$e "amma t1. 661 7.261

2.4409 5.550

1.9071.4409

2.260setela! di ba a! mu$a air "amma sub

1.56

l

%. 23*.2 '%.4*'

¥ t ((% )/(% e)). ¥ .Gs (dimana s diambildari besarn!a koe"isien antara 2#$%2#7&

¥ t 3.727¥

¥sat ( ¥ .(Gs %))/(% e)%1&.( ¥sub).:p

¥sub ¥ sat 8 ¥ %.4* .( ¥ t).:a

2.42%( ¥sub):a

2.42%( ¥ ):a

*( ¥ )


34/88

e(#gn #n #ng enahanDari "ambar dima$su$$an $e dalam tabel

a el 3.11 Perh# ungan Ta>a er #kal

- a(#

*.&&& 3.4&& % 4.2&& *.2&& %4.4 & *.&&& 3'.'*&*.*%& '.3&& % %%.4%3 *.2&& * .%%% %.%%& 3%.*&3%.2%& '.3&& &.' 3.434 *.2&& .6 3.&&& * .6&3%.*&& 2 &.'&& &.' &.3&& %.22% &.23* 3.*3& %.36&.3&& %.&&& &.' &.%'& %.6&& &.* ' *.2&& &. 2%.&&& %.*&& % %.*&& %.6&& *.* & 3.%&& 4.&%. && %.2%& % *.'3 %.6&& 2. ** 3.&&& %2.2 4%.3&& %.4%& &.' %.%%* *.2&& *. %.%&& *.632%.4%& %.3&& &.' %.%%* %.6&& *.%%* *.&&& 2.**2&.'&& %.4%& % &. '' %.6&& %. *' %.2&& *.*42%. && &.'&& % &.6&& *.2&& *.% & &.3&& &. 2

7umla! 71.222 127.321" beton *.2 ..

ba a! air "amma sub %.22% (dari s!eet dindin" pena!an )a el 3.12 Perh# ungan Ta>a H r#( n al Pa(# di atas air pa$e "amma t %. (dari s!eet dindin" pena!an)

P men ahan m )

, '.2&& '.3&& &.' %2.3%& %. && *'.4',p '. && &.'&& &.' %.2&& &.*&& &.* &

7umla! 15.710 26.03

a el 3.13 Perh# ungan Ta>a H r#( n al "k #

men ahan m )

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g = 17.540 8/6 = 3. 500

= 737. 39 /8 = 4.02612

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7umla! 43.201 165.6 7

,e erangan <sumsi pusat perputaran momen pad'.3


&.4* 4*.&%Pa = ,a . V . h2 + W . ,a . V . H2P = 0B5 . V . !ePw = 0B5 A Uw A )2P( = 0B5. V(a : Vw). !( . H2

, a ! *

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,p &.' :p Zsub&.' ( 3. '* %.22% ) *. 6 .&*& .&*& %.&4& 8 .' *8%

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! *


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= 100.344 S a #l# a( erha a gul#ng = 1.41796 @ 1B25 DDD amanH = 39.466 S a #l# a( erha a ge(er = 0.00000 @ 1B75 DDD # ak aman

= 1415.976 e = :7.49554 7.49554

g = 99 .59 8/6 = 3. 500

= 417.37 /8 = 4.30477

X 1 Y 6 . B 355) / 21B 21Z = 1.92935

(m#n = :4.00065 = :4.00065(maA = 12.61019 = 12.61019

( 0e)/< %.6*63'* %4*%.'

2.'66 &. 46< *3.3%


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129 0130 12

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