
 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 94 -
‫א‬
‫א‬
W
‫א‬‫א‬
 
‫א‬‫א‬
W

 
‫א‬‫א‬‫א‬


‫א‬‫א‬‫א‬
‫א‬‫א‬
K
‫א‬‫א‬
W
 
‫א‬‫א‬‫א‬‫א‬

‫א‬

‫א‬
W
 
٦
K
‫א‬‫א‬
‫א‬
K
٧
K
‫א‬‫א‬
K
٨
K
‫א‬‫א‬
K
 
٩
K
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
K
١٠
K
‫א‬‫א‬‫א‬
‫א‬‫א‬
K
١١
K
‫א‬‫א‬
‫א‬‫א‬
K
١٢
K

‫א‬‫א‬
K
 
‫א‬‫א‬‫א‬
W

‫א‬‫א‬‫א‬
٩٥

K٪
 
 
‫א‬‫א‬‫א‬‫א‬
W

٨


K
 
 
 
 
 
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 95 -
‫א‬‫א‬
 
 
٥
 J
١

 
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
W
 
١
K
‫א‬‫א‬‫א‬
W
‫א‬‫א‬‫א‬‫א‬‫א‬،‫א‬
‫א‬‫א‬‫א‬‫א‬،‫א‬‫א‬‫א‬‫א‬
K
٢
K
‫א‬‫א‬‫א‬
W
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
،‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬
‫א‬‫א‬‫א‬‫א‬،
‫א‬
K
٣
K
‫א‬ 
 W
 ،‫א‬   ‫א‬    ‫א‬ ‫א‬ 
‫א‬
‫א‬‫א‬‫א‬‫א‬
K
٤
K
‫א‬
W
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
‫א‬‫א‬‫א‬
K
‫א‬
‫א‬
‫א‬
‫א‬‫א‬‫א‬‫א‬
‫א‬
K
    ‫א‬  ‫א‬ ‫א‬ ‫א‬ ‫א‬   
‫א‬‫א‬‫א‬
K
 
٥
 J
٢
‫א‬‫א‬‫א‬‫א‬‫א‬
 
‫א‬،‫א‬‫א‬‫א‬
‫א‬‫א‬
W
 
•
‫א‬‫א‬‫א‬‫א‬
K
•
‫א‬
K
•
‫א‬‫א‬‫א‬
K
•
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
K

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 96 -
•
‫א‬‫א‬
K
•
‫א‬‫א‬‫א‬
‫א‬
K
•
‫א‬‫א‬‫א‬‫א‬‫א‬
K
•
‫א‬‫א‬‫א‬
K
٥
 J
٣
‫א‬‫א‬‫א‬
 
‫א‬‫א‬‫א‬‫א‬‫א‬
W
 
١
K

W
‫א‬
‫א‬‫א‬‫א‬‫א‬
‫א‬
K
 
٢
K

W
،‫א‬


‫א‬‫א‬‫א‬‫א‬‫א‬
K
 
٣
K
   
 W
 ‫א‬  
  ،‫א‬ ‫א‬

‫א‬
‫א‬‫א‬‫א‬‫א‬
K
،‫א‬‫א‬‫א‬
   ‫א‬ ‫א‬ ‫א‬  ‫א‬‫א‬
 ‫א‬  ‫א‬  

‫א‬‫א‬‫א‬‫א‬
K
 
 
٥
 J
٤
‫א‬‫א‬
 
‫א‬
‫א‬

‫א‬
‫א‬
‫א‬‫א‬
K
‫א‬‫א‬‫א‬‫א‬‫א‬
     ‫א‬ 
‫א‬

F
٥
 J
١
 KE
‫א‬ ‫א‬  ‫א‬   
‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬
K
 
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 97 -
 
‫א‬

F
٥
 J
١
WE
‫א‬
K
 
 
٥
 J
٥
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
 
‫א‬   ‫א‬    ،‫א‬ ‫א‬   ‫א‬ 

‫א‬‫א‬‫א‬
K
‫א‬‫א‬‫א‬
W
 
•
‫א‬‫א‬‫א‬
(Verified clay pipes: VCP)
W
‫א‬
١٥٠


٦٠٠


‫א‬‫א‬،‫א‬‫א‬
K
‫א‬‫א‬
‫א‬ ‫א‬‫א‬ ‫א‬
‫א‬ ‫א‬  ‫א‬   ‫א‬ ‫א‬  
،‫א‬‫א‬‫א‬
‫א‬

F
٥
 J
٢
E
‫א‬‫א‬
K
•
‫א‬‫א‬‫א‬
(Plain concrete pipes: PC)
W

٣٠٠


‫א‬‫א‬‫א‬
‫א‬
K
•
‫א‬‫א‬‫א‬
(Reinforced concrete pipes: RC)
W

‫א‬
٦٠٠


٣٠٠٠


‫א‬

F
٥
 J
٣
E
،
‫א‬‫א‬
K
 
506
504
502
‫א‬‫א‬
‫א‬


 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 98 -
•
‫א‬‫א‬
(Glass fiber reinforced pipes: GRP)
W

٦٠٠


٣٠٠٠




٨٠٠


K
•

‫א‬‫א‬
(Polyvinyl chloride pipes: PVC)
W
‫א‬
١٥٠



٣٠٠

،‫א‬‫א‬،

‫א‬

F
٥
 J
٤
E

K


 
‫א‬
F
٥
 J
٢
WE
‫א‬‫א‬‫א‬
.(VCP)

 
 
 


 
‫א‬
F
٥
 J
3
WE
‫א‬


.(RC)

 
 
 

 
‫א‬

F
٥
 J
4
WE
‫א‬‫א‬
(PVC)
K
 
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 99 -
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
W
 
١
K
‫א‬‫א‬‫א‬
‫א‬
K
٢
K
‫א‬‫א‬‫א‬
K
٣
K
‫א‬‫א‬
K
 
٤
K
‫א‬
K
٥
K
‫א‬
K
 
‫א‬‫א‬،‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
،‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
‫א‬‫א‬
K
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬



‫א‬ ‫א‬ 
 K
  ‫א‬ ‫א‬     ‫א‬ ‫א‬ 
‫א‬‫א‬‫א‬


F
٥
 J
٥
KE

‫א‬‫א‬‫א‬‫א‬
‫א‬‫א‬


F
٥
 J
٦
KE
‫א‬‫א‬

K
 
 
 
‫א‬

F
٥
 J
٥
WE
‫א‬‫א‬‫א‬
K
 
 
‫א‬

F
٥
 J
٦
WE
‫א‬‫א‬‫א‬

K
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 100 -
٥
 J
٦
‫א‬‫א‬
 

‫א‬‫א‬‫א‬‫א‬‫א‬
W
 
١
K
‫א‬‫א‬
K
٢
K
‫א‬‫א‬‫א‬‫א‬‫א‬
K
٣
K
‫א‬‫א‬
K
٤
K
‫א‬‫א‬‫א‬
K
‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
W
 
١
K
‫א‬‫א‬‫א‬‫א‬
٣٠٠

‫א‬‫א‬
‫א‬
٢٠٠

‫א‬
K
٢
K
‫א‬‫א‬‫א‬‫א‬
W
•
٩٠


L
‫א‬‫א‬
٢٠٠


K
•
٨٠


L
‫א‬‫א‬
٢٠٠


٥٠٠


K
•
٧٥


L
‫א‬‫א‬
٥٠٠


K
•
‫א‬‫א‬‫א‬‫א‬
K
•
‫א‬‫א‬‫א‬
٤٥


L


K
•
‫א‬‫א‬
٣٠٠


L
‫א‬‫א‬
K
•
‫א‬
٠{٠٠٣٣

‫א‬‫א‬
٢٠٠


٠{٠٠٠٨

‫א‬‫א‬
٩٠٠


K
٥
 J
٦
 J
١
‫א‬‫א‬
 
   ‫א‬ ‫א‬   

‫א‬ ‫א‬ ‫א‬ 
‫א‬‫א‬   ‫א‬ 
 K
‫א‬ ‫א‬   

W
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 101 -

F
٥
 J
١
E
‫א‬
=

F
‫א‬‫א‬
E
×
F
‫א‬
E
×
F

‫א‬‫א‬
E
×

٠{٧٥
 
F
٥
 J
٢
E
 
 
 
 

=

‫א‬
×

P

P
W
‫א‬
(Peaking factor)


W
6
2 ≤
≤ P
 
‫א‬‫א‬
‫א‬‫א‬
٨٠٠٠٠


W
F
٥
 J
٣
E
 
 
 
 
 
 
2
.
0
75
.
5
p
P =
‫א‬‫א‬‫א‬
٨٠٠٠٠


W
 
F
٥
 J
٤
E
 
 
 
 
 

5
.
0
4
18
1
p
P
+
+
=
 

p
W
‫א‬‫א‬‫א‬
K
 
 

F
٥
 J
١
WE
 
‫א‬

‫א‬
٤


٢

‫א‬‫א‬
٩٥٠٠


L

٢

‫א‬‫א‬
١٧٥


L

L

K
 
‫א‬
W
 
‫א‬
=

F
‫א‬‫א‬
E
×
F
‫א‬
E
×
F
‫א‬‫א‬
E
×

٠{٧٥
 

‫ﻣﺘﻮﺳﻂ‬
‫اﻟﺘﺪﻓﻖ‬
9500
4
175
75
.
0
1000
1
5
.
4987
‫م‬
‫ﻳﻮم‬ / 3
=
×
×
×
×
=
 
‫א‬‫א‬‫א‬
=

F
‫א‬‫א‬
E
×
F
‫א‬
E
=

٣٨٠٠٠


 
‫א‬‫א‬‫א‬
٨٠٠٠٠


W
 
 
 
 
 
 
78
.
2
38
75
.
5
75
.
5
2
.
0
2
.
0
=
=
=
p
P


=

‫א‬
×

P

=

٤٩٨٧{٥

×

٢{٧٨

=

١٣٨٦٥{١٥


٣

L


 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 102 -
٥
 J
٦
 J
٢
‫א‬‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬
،‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
‫א‬‫א‬

(Manning Equation)

‫א‬‫א‬‫א‬‫א‬‫א‬
،‫א‬‫א‬
W
 
F
٥
 J
٥
E
 
 
 
 
 
2
/
1
3
/
2
397
.
0
S
D
n
V =
 
F
٥
 J
٦
E
2
/
1
3
/
8
312
.
0
S
D
n
Q =
 

W
 
:V

‫א‬

F

L

E
(Velocity)

:D

‫א‬‫א‬
F

E
 
:S

‫א‬‫א‬
(Hydraulic gradient)
:Q

‫א‬
F

L

E
(Flow)
:n


Z
٠{٠١٣

‫א‬‫א‬
٠{٠١٥

‫א‬‫א‬
K
 
 

F
٥
 J
٢
WE
 


‫א‬‫א‬
‫א‬
٠{٠٠٣٣








‫א‬
0.16 m3
/s


K
‫א‬‫א‬
n = 0.013




‫؟‬،
‫؟‬‫א‬
 
 
‫א‬
W
 
•
‫א‬‫א‬
F
٥
 J
٦
WE
 
( )
( ) mm
m
D
D
S
D
n
Q
446
446
.
0
116
.
0
0033
.
0
013
.
0
312
.
0
16
.
0
312
.
0
8
/
3
2
1
3
8
2
1
3
8
=
=
=
∴
×
×
=
=
 
‫א‬‫א‬
‫א‬
mm
450
=
D
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 103 -
•
‫א‬‫א‬‫א‬،‫א‬
F
٥
 J
٥
E
‫א‬
W
( ) ( ) cm/s
103
/
03
.
1
0033
.
0
450
.
0
013
.
0
397
.
0
397
.
0
2
1
3
2
2
1
3
2
=
=
×
×
=
=
s
m
S
D
n
V
 
٥
 J
٧
‫א‬‫א‬
‫א‬‫א‬
‫א‬
‫א‬‫א‬‫א‬
W
 
١
K
‫א‬‫א‬‫א‬‫א‬

‫א‬
(Earth load)
K
٢
K
‫א‬‫א‬
(Live load)
K
٣
K
‫א‬
(Bedding)

‫א‬
K
٤
K
‫א‬
(Load factor)
K
٥
K
‫א‬
(Factor of safety)
K
٦
K
‫א‬
(Pipe strength)
K
 
٥
 J
٧
 J
١
‫א‬‫א‬‫א‬
 
‫א‬‫א‬

‫א‬
‫א‬

F
٥
 J
٧
E
‫א‬‫א‬‫א‬
W
 
F
٥
 J
٧
E


 
 
 
 
WB
C
W d
E =
 

W
 
:WE

‫א‬‫א‬‫א‬
K
 
:W

،‫א‬‫א‬‫א‬‫א‬
‫א‬

F
٥
 J
١
E

W


‫א‬‫א‬‫א‬
‫א‬‫א‬
K
 
:B

‫א‬،‫א‬
W
300
5
.
1 +
= D
B
K
 
:Cd

‫א‬
K
 
:D

‫א‬
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 104 -
 
 
 
 

‫א‬

F
٥
 J
٧
WE
‫א‬‫א‬‫א‬
K
 
 
‫א‬
‫א‬
Cd

‫א‬


F
٥
 J
٨
E
‫א‬‫א‬‫א‬
W
 
 
F
٥
 J
٨
E
 
 
 
 
 
u
k
e
C
B
H
u
k
d
′
−
=
′
−
2
1 /
2
 

W
 
:H

‫א‬‫א‬‫א‬
K
 
:k

‫א‬‫א‬‫א‬‫א‬‫א‬
K
:u’

‫א‬‫א‬‫א‬‫א‬
K
 
B
D
H WE


)
‫ج‬
(

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 105 -
‫א‬


F
٥
 J
٢
E

( )
u
k ′

‫א‬‫א‬‫א‬‫א‬
K
 
‫א‬

F
٥
 J
١
WE
‫א‬‫א‬‫א‬‫א‬
K
 
‫א‬
 
‫א‬‫א‬
(kg/m3
)

(Dry sand)
 
١٦٠٠
 

(Ordinary sand)
 
١٨٤٠
 

(Wet sand)
 
١٩٢٠
 

(Damp sand)
 
١٩٢٠
 

(Saturated clay)
 
٢٠٨٠
 

(Saturated topsoil)
 
١٨٤٠
 

(Sand and damp topsoil)
 
١٦٠٠
 
 
 
‫א‬

F
٥
 J
٨
WE
‫א‬‫א‬
Cd
K
 
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 106 -
‫א‬

F
٥
 J
٢
WE

( )
u
k ′

‫א‬‫א‬
 
‫א‬
 

( )
u
k ′
 

(Cohesionless granular soil)
٠{١٩٢
 

(Sand and gravel)
 
٠{١٦٥
 

(Saturated topsoil)
 
٠{١٥٠
 

(Saturated clay)
 
٠{١٣٠
 

(Saturated clay)
 
٠{١١٠
 
 

F
٥
 J
٣
WE
 
‫א‬

‫א‬‫א‬

٣{٦

،
‫א‬
٦٠٠


K
‫א‬
W
 
‫א‬‫א‬
( )
H

W
 
Z
‫א‬
–

‫א‬
 
m
H 0
.
3
6
.
0
6
.
3 =
−
=
 

‫א‬

F
٥
 J
١
E
‫א‬
W
 
3
2080 m
kg
W =
 

‫א‬

F
٢
 J
٥
E
‫א‬
W
 
110
.
0
=
′
u
k
 
‫א‬‫א‬‫א‬
W
 
( ) m
mm
D
B
2
.
1
1200
300
600
5
.
1
300
5
.
1
=
=
+
×
=
+
=
 
‫א‬
F
٨
 J
٥
E
‫א‬
Cd
W
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 107 -
( )
( )
2
.
2
11
.
0
2
1
2
1
2
.
1
3
11
.
0
2
/
2
=
×
−
=
′
−
=
−
′
−
e
u
k
e
C
B
H
u
k
d
‫א‬‫א‬
WE
W
 
m
kg
WB
C
W d
E
2
.
5491
2
.
1
2080
2
.
2 =
×
×
=
=
 
 
٥
 J
٧
 J
٢
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
 
‫א‬   ، ‫א‬ ‫א‬ ‫א‬‫א‬   ‫א‬ ‫א‬  



‫א‬‫א‬‫א‬
‫א‬
F
٥
 J
٩
KE

‫א‬‫א‬
‫א‬‫א‬‫א‬
‫א‬

F
٥
 J
٣
E

F
٥
 J
٤
KE
 
 
‫א‬

F
٥
 J
٩
WE
‫א‬‫א‬‫א‬‫א‬
 
‫א‬‫א‬‫א‬
K
 
‫א‬

F
٥
 J
٣
WE
‫א‬‫א‬
F
‫א‬
E
‫א‬‫א‬‫א‬
K
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 108 -
‫א‬
‫א‬



 


 


 


 
0.0
 
1.00

1.00

1.00
 
1.00
 
0.5
 
0.85

0.86

0.88
 
0.89
 
1.0
 
0.72

0.75

0.77
 
0.80
 
1.5
 
0.61

0.64

0.67
 
0.72
 
2.0
 
0.52

0.55

0.59
 
0.64
 
3.0
 
0.37

0.41

0.45
 
0.51
 
4.0
 
0.27

0.31

0.35
 
0.41
 
5.0
 
0.19

0.23

0.27
 
0.33
 
6.0
 
0.14

0.17

0.20
 
0.26
 
8.0
 
0.07

0.09

0.12
 
0.17
 
10.0
 
0.04

0.05

0.07
 
0.11
 
 
‫א‬

F
٥
 J
٤
WE
‫א‬‫א‬
F
‫א‬
E
‫א‬‫א‬‫א‬
K
 
‫א‬
‫א‬



 


 


 


 
0.0
 
1.00

1.00

1.00
 
1.00
 
0.5
 
0.77
0.78

0.79
0.81
 
1.0
 
0.59

0.61

0.63
 
0.66
 
1.5
 
0.46

0.48

0.51
 
0.54
 
2.0
 
0.35

0.38

0.40
 
0.44
 
2.5
 
0.27

0.29

0.32
 
0.35
 
3.0
 
0.21

0.23

0.25
 
0.29
 
4.0
 
0.12

0.14

0.16
 
0.19
 
5.0
 
0.07

0.09

0.10
 
0.13
 
6.0
 
0.04

0.05

0.06
 
0.08
 
8.0
 
0.02

0.02

0.03
 
0.04
 
10.0
 
0.01

0.01

0.01
 
0.02
 
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 109 -
٥
 J
٧
 J
٣
‫א‬‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬
W
 
F
٥
 J
٩
E
 
 
 
 
 
[ ]
B
L
E
f
W
W
W
L
+
=
 

W
 
Lf
W
‫א‬
(Load Factor)
 
WE
W
‫א‬‫א‬‫א‬‫א‬
(External Load)

‫א‬
 

WL
W
‫א‬‫א‬
‫א‬‫א‬
(Live Load)

‫א‬
 
WB
W
‫א‬
(Three-edge bearing strength)
 
٥
 J
٧
 J
٤
‫א‬
 
‫א‬‫א‬‫א‬‫א‬
FS

‫א‬
W
 
•
‫א‬‫א‬‫א‬
W
1
=
s
F
•
‫א‬‫א‬‫א‬
W
5
.
1
25
.
1 −
=
s
F
٥
 J
٧
 J
٥
‫א‬‫א‬‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬
W
 
F
٥
 J
١٠
E
 
 
 
 

S
L
f
E
B F
W
L
W
W
⎟
⎟
⎠
⎞
⎜
⎜
⎝
⎛
+
=
5
.
1
 
 
٥
 J
٨
‫א‬
F
‫א‬
E
‫א‬‫א‬‫א‬
 
‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬،‫א‬
‫א‬
K
‫א‬‫א‬‫א‬
W
 
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 110 -
•
‫א‬
 
•
‫א‬
 
•

‫א‬‫א‬
 
•
‫א‬‫א‬
 
•
‫א‬‫א‬
 

W
‫א‬‫א‬،،


F
٥
 J
١٠
KE


‫א‬


٦٠


٧٠

،‫א‬
‫א‬
‫א‬‫א‬‫א‬،‫א‬
K
‫א‬‫א‬‫א‬
‫א‬‫א‬‫א‬
W
 
•

F
١
×
١


E

•

F
٠{٨

×

١{٢


E
 
•
‫א‬
١


 
 
 
 
‫א‬

F
٥
 J
١٠
WE
‫א‬‫א‬‫א‬
K
 
 
٥
 J
٩
‫א‬‫א‬‫א‬‫א‬
 

F

E
،‫א‬‫א‬
‫א‬‫א‬‫א‬
K
‫א‬‫א‬
١٢٠٠


‫א‬‫א‬
١٢٠

،

‫א‬‫א‬

٦٠٠

‫א‬
٦٠


٨٠


K
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 111 -
‫א‬‫א‬‫א‬
٧٠٠


١٢٠٠

‫א‬‫א‬
١٠٠


K
‫א‬
‫א‬‫א‬‫א‬‫א‬،
K
 
 
٥
 J
١٠
‫א‬‫א‬‫א‬‫א‬
‫א‬‫א‬‫א‬
‫א‬
،‫א‬‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
‫א‬ 
   ‫א‬ 
١W٥٠٠

 
١W١٠٠٠

 ‫א‬ ‫א‬ 
 K
 
‫א‬‫א‬
١٠

‫א‬‫א‬
K
‫א‬‫א‬‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
K
 
 
٥
 J
١١

‫א‬‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬
W
 
١
K
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
‫א‬‫א‬
K
٢
K
،‫א‬‫א‬،‫א‬
‫א‬
‫א‬

‫א‬‫א‬‫א‬
K
‫א‬‫א‬‫א‬
٢٠

‫א‬‫א‬
K
‫א‬‫א‬‫א‬

‫א‬

F
٥
 J
١١
E
‫א‬


‫א‬
K
٣
K


‫א‬‫א‬
١٥

‫א‬‫א‬،

‫א‬

F
٥
 J
١١
E
‫א‬،
K
٤
K
 ‫א‬  ‫א‬‫א‬      ‫א‬ ‫א‬ ‫א‬ ‫א‬
‫א‬‫א‬

‫א‬‫א‬
K
٥
K
  ،  ‫א‬  ‫א‬    ‫א‬ ‫א‬  
‫א‬‫א‬‫א‬‫א‬‫א‬
K
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 112 -
 
١
 J

‫א‬‫א‬‫א‬
 
 
٢
 J

‫א‬‫א‬‫א‬
 
 
٣
 J

‫א‬‫א‬‫א‬‫א‬
 
‫א‬

F
٥
 J
١١
WE

‫א‬‫א‬‫א‬
K
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 113 -
٥
 J
١٢
‫א‬‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
‫א‬‫א‬
K
‫א‬‫א‬‫א‬‫א‬‫א‬
‫א‬

K
‫א‬‫א‬‫א‬‫א‬
W
 
١
K
‫א‬‫א‬‫א‬‫א‬
K
٢
K


‫א‬‫א‬ ‫א‬   ،   ‫א‬‫א‬     ‫א‬‫א‬
‫א‬
K
٣
K



‫א‬‫א‬


K
٤
K
‫א‬‫א‬‫א‬
٥٠

‫א‬


K
‫א‬‫א‬‫א‬
W
•
‫א‬
٢٠٠


W
٢


•
‫א‬
٢٥٠


W
٣{١


•
‫א‬
٣٠٠


W
٤{٥


٥
K


‫א‬
‫א‬‫א‬
‫א‬
‫א‬‫א‬


K
 

 
٢٥٤


 
‫א‬‫א‬
 
‫א‬‫א‬
 
‫א‬‫א‬‫א‬
 
‫א‬‫א‬
 
- 114 -

W
 
١
K
‫א‬
‫א‬‫א‬

٢
K
‫؟‬‫א‬‫א‬‫א‬‫א‬‫א‬
٣
K
‫א‬
‫؟‬‫א‬‫א‬
٤
K
‫א‬‫א‬‫א‬
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
‫؟‬‫א‬‫א‬‫א‬‫א‬
 
٥
K

‫؟‬‫א‬‫א‬‫א‬‫א‬‫א‬
٦
K
 

  
‫א‬ ‫א‬   
‫א‬  
‫א‬ ‫א‬ 
‫؟‬‫א‬‫א‬
٧
K
    ‫א‬ ‫א‬ 

‫א‬  ‫א‬
  ‫א‬ 
‫א‬‫א‬
‫؟‬‫א‬‫א‬‫א‬‫א‬
٨
K
‫א‬
‫؟‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬

 ‫א‬   ‫א‬ ‫א‬
F
‫א‬ ‫א‬
 E
‫א‬   ‫א‬ ‫א‬‫א‬ 
‫؟‬‫א‬
٩
K
‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬
‫א‬‫א‬‫א‬‫א‬


١٠
K
‫א‬

‫א‬‫א‬
،
‫א‬
٣٠٠

‫א‬
٣


K

شبكات الصرف الصحي.pdf...................

  • 1.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 94 - ‫א‬ ‫א‬ W ‫א‬‫א‬   ‫א‬‫א‬ W    ‫א‬‫א‬‫א‬   ‫א‬‫א‬‫א‬ ‫א‬‫א‬ K ‫א‬‫א‬ W   ‫א‬‫א‬‫א‬‫א‬  ‫א‬  ‫א‬ W   ٦ K ‫א‬‫א‬ ‫א‬ K ٧ K ‫א‬‫א‬ K ٨ K ‫א‬‫א‬ K   ٩ K ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ K ١٠ K ‫א‬‫א‬‫א‬ ‫א‬‫א‬ K ١١ K ‫א‬‫א‬ ‫א‬‫א‬ K ١٢ K  ‫א‬‫א‬ K   ‫א‬‫א‬‫א‬ W  ‫א‬‫א‬‫א‬ ٩٥  K٪     ‫א‬‫א‬‫א‬‫א‬ W  ٨   K            
  • 2.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 95 - ‫א‬‫א‬     ٥  J ١    ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ W   ١ K ‫א‬‫א‬‫א‬ W ‫א‬‫א‬‫א‬‫א‬‫א‬،‫א‬ ‫א‬‫א‬‫א‬‫א‬،‫א‬‫א‬‫א‬‫א‬ K ٢ K ‫א‬‫א‬‫א‬ W ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ ،‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬ ‫א‬‫א‬‫א‬‫א‬، ‫א‬ K ٣ K ‫א‬   W  ،‫א‬   ‫א‬    ‫א‬ ‫א‬  ‫א‬ ‫א‬‫א‬‫א‬‫א‬ K ٤ K ‫א‬ W ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ ‫א‬‫א‬‫א‬ K ‫א‬ ‫א‬ ‫א‬ ‫א‬‫א‬‫א‬‫א‬ ‫א‬ K     ‫א‬  ‫א‬ ‫א‬ ‫א‬ ‫א‬    ‫א‬‫א‬‫א‬ K   ٥  J ٢ ‫א‬‫א‬‫א‬‫א‬‫א‬   ‫א‬،‫א‬‫א‬‫א‬ ‫א‬‫א‬ W   • ‫א‬‫א‬‫א‬‫א‬ K • ‫א‬ K • ‫א‬‫א‬‫א‬ K • ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ K
  • 3.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 96 - • ‫א‬‫א‬ K • ‫א‬‫א‬‫א‬ ‫א‬ K • ‫א‬‫א‬‫א‬‫א‬‫א‬ K • ‫א‬‫א‬‫א‬ K ٥  J ٣ ‫א‬‫א‬‫א‬   ‫א‬‫א‬‫א‬‫א‬‫א‬ W   ١ K  W ‫א‬ ‫א‬‫א‬‫א‬‫א‬ ‫א‬ K   ٢ K  W ،‫א‬   ‫א‬‫א‬‫א‬‫א‬‫א‬ K   ٣ K      W  ‫א‬     ،‫א‬ ‫א‬  ‫א‬ ‫א‬‫א‬‫א‬‫א‬ K ،‫א‬‫א‬‫א‬    ‫א‬ ‫א‬ ‫א‬  ‫א‬‫א‬  ‫א‬  ‫א‬    ‫א‬‫א‬‫א‬‫א‬ K     ٥  J ٤ ‫א‬‫א‬   ‫א‬ ‫א‬  ‫א‬ ‫א‬ ‫א‬‫א‬ K ‫א‬‫א‬‫א‬‫א‬‫א‬      ‫א‬  ‫א‬  F ٥  J ١  KE ‫א‬ ‫א‬  ‫א‬    ‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬ K    
  • 4.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 97 -   ‫א‬  F ٥  J ١ WE ‫א‬ K     ٥  J ٥ ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬   ‫א‬   ‫א‬    ،‫א‬ ‫א‬   ‫א‬   ‫א‬‫א‬‫א‬ K ‫א‬‫א‬‫א‬ W   • ‫א‬‫א‬‫א‬ (Verified clay pipes: VCP) W ‫א‬ ١٥٠   ٦٠٠   ‫א‬‫א‬،‫א‬‫א‬ K ‫א‬‫א‬ ‫א‬ ‫א‬‫א‬ ‫א‬ ‫א‬ ‫א‬  ‫א‬   ‫א‬ ‫א‬   ،‫א‬‫א‬‫א‬ ‫א‬  F ٥  J ٢ E ‫א‬‫א‬ K • ‫א‬‫א‬‫א‬ (Plain concrete pipes: PC) W  ٣٠٠   ‫א‬‫א‬‫א‬ ‫א‬ K • ‫א‬‫א‬‫א‬ (Reinforced concrete pipes: RC) W  ‫א‬ ٦٠٠   ٣٠٠٠   ‫א‬  F ٥  J ٣ E ، ‫א‬‫א‬ K   506 504 502 ‫א‬‫א‬ ‫א‬ 
  • 5.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 98 - • ‫א‬‫א‬ (Glass fiber reinforced pipes: GRP) W  ٦٠٠   ٣٠٠٠     ٨٠٠   K •  ‫א‬‫א‬ (Polyvinyl chloride pipes: PVC) W ‫א‬ ١٥٠    ٣٠٠  ،‫א‬‫א‬،  ‫א‬  F ٥  J ٤ E  K     ‫א‬ F ٥  J ٢ WE ‫א‬‫א‬‫א‬ .(VCP)            ‫א‬ F ٥  J 3 WE ‫א‬   .(RC)           ‫א‬  F ٥  J 4 WE ‫א‬‫א‬ (PVC) K    
  • 6.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 99 - ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ W   ١ K ‫א‬‫א‬‫א‬ ‫א‬ K ٢ K ‫א‬‫א‬‫א‬ K ٣ K ‫א‬‫א‬ K   ٤ K ‫א‬ K ٥ K ‫א‬ K   ‫א‬‫א‬،‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ ،‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ ‫א‬‫א‬ K ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬    ‫א‬ ‫א‬   K   ‫א‬ ‫א‬     ‫א‬ ‫א‬  ‫א‬‫א‬‫א‬   F ٥  J ٥ KE  ‫א‬‫א‬‫א‬‫א‬ ‫א‬‫א‬   F ٥  J ٦ KE ‫א‬‫א‬  K       ‫א‬  F ٥  J ٥ WE ‫א‬‫א‬‫א‬ K     ‫א‬  F ٥  J ٦ WE ‫א‬‫א‬‫א‬  K  
  • 7.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 100 - ٥  J ٦ ‫א‬‫א‬    ‫א‬‫א‬‫א‬‫א‬‫א‬ W   ١ K ‫א‬‫א‬ K ٢ K ‫א‬‫א‬‫א‬‫א‬‫א‬ K ٣ K ‫א‬‫א‬ K ٤ K ‫א‬‫א‬‫א‬ K ‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ W   ١ K ‫א‬‫א‬‫א‬‫א‬ ٣٠٠  ‫א‬‫א‬ ‫א‬ ٢٠٠  ‫א‬ K ٢ K ‫א‬‫א‬‫א‬‫א‬ W • ٩٠   L ‫א‬‫א‬ ٢٠٠   K • ٨٠   L ‫א‬‫א‬ ٢٠٠   ٥٠٠   K • ٧٥   L ‫א‬‫א‬ ٥٠٠   K • ‫א‬‫א‬‫א‬‫א‬ K • ‫א‬‫א‬‫א‬ ٤٥   L   K • ‫א‬‫א‬ ٣٠٠   L ‫א‬‫א‬ K • ‫א‬ ٠{٠٠٣٣  ‫א‬‫א‬ ٢٠٠   ٠{٠٠٠٨  ‫א‬‫א‬ ٩٠٠   K ٥  J ٦  J ١ ‫א‬‫א‬      ‫א‬ ‫א‬     ‫א‬ ‫א‬ ‫א‬  ‫א‬‫א‬   ‫א‬   K ‫א‬ ‫א‬     W  
  • 8.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 101 -  F ٥  J ١ E ‫א‬ =  F ‫א‬‫א‬ E × F ‫א‬ E × F  ‫א‬‫א‬ E ×  ٠{٧٥   F ٥  J ٢ E          =  ‫א‬ ×  P  P W ‫א‬ (Peaking factor)   W 6 2 ≤ ≤ P   ‫א‬‫א‬ ‫א‬‫א‬ ٨٠٠٠٠   W F ٥  J ٣ E             2 . 0 75 . 5 p P = ‫א‬‫א‬‫א‬ ٨٠٠٠٠   W   F ٥  J ٤ E            5 . 0 4 18 1 p P + + =    p W ‫א‬‫א‬‫א‬ K      F ٥  J ١ WE   ‫א‬  ‫א‬ ٤   ٢  ‫א‬‫א‬ ٩٥٠٠   L  ٢  ‫א‬‫א‬ ١٧٥   L  L  K   ‫א‬ W   ‫א‬ =  F ‫א‬‫א‬ E × F ‫א‬ E × F ‫א‬‫א‬ E ×  ٠{٧٥    ‫ﻣﺘﻮﺳﻂ‬ ‫اﻟﺘﺪﻓﻖ‬ 9500 4 175 75 . 0 1000 1 5 . 4987 ‫م‬ ‫ﻳﻮم‬ / 3 = × × × × =   ‫א‬‫א‬‫א‬ =  F ‫א‬‫א‬ E × F ‫א‬ E =  ٣٨٠٠٠     ‫א‬‫א‬‫א‬ ٨٠٠٠٠   W             78 . 2 38 75 . 5 75 . 5 2 . 0 2 . 0 = = = p P   =  ‫א‬ ×  P  =  ٤٩٨٧{٥  ×  ٢{٧٨  =  ١٣٨٦٥{١٥   ٣  L 
  • 9.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 102 - ٥  J ٦  J ٢ ‫א‬‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬ ،‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ ‫א‬‫א‬  (Manning Equation)  ‫א‬‫א‬‫א‬‫א‬‫א‬ ،‫א‬‫א‬ W   F ٥  J ٥ E           2 / 1 3 / 2 397 . 0 S D n V =   F ٥  J ٦ E 2 / 1 3 / 8 312 . 0 S D n Q =    W   :V  ‫א‬  F  L  E (Velocity)  :D  ‫א‬‫א‬ F  E   :S  ‫א‬‫א‬ (Hydraulic gradient) :Q  ‫א‬ F  L  E (Flow) :n   Z ٠{٠١٣  ‫א‬‫א‬ ٠{٠١٥  ‫א‬‫א‬ K      F ٥  J ٢ WE     ‫א‬‫א‬ ‫א‬ ٠{٠٠٣٣         ‫א‬ 0.16 m3 /s   K ‫א‬‫א‬ n = 0.013     ‫؟‬، ‫؟‬‫א‬     ‫א‬ W   • ‫א‬‫א‬ F ٥  J ٦ WE   ( ) ( ) mm m D D S D n Q 446 446 . 0 116 . 0 0033 . 0 013 . 0 312 . 0 16 . 0 312 . 0 8 / 3 2 1 3 8 2 1 3 8 = = = ∴ × × = =   ‫א‬‫א‬ ‫א‬ mm 450 = D  
  • 10.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 103 - • ‫א‬‫א‬‫א‬،‫א‬ F ٥  J ٥ E ‫א‬ W ( ) ( ) cm/s 103 / 03 . 1 0033 . 0 450 . 0 013 . 0 397 . 0 397 . 0 2 1 3 2 2 1 3 2 = = × × = = s m S D n V   ٥  J ٧ ‫א‬‫א‬ ‫א‬‫א‬ ‫א‬ ‫א‬‫א‬‫א‬ W   ١ K ‫א‬‫א‬‫א‬‫א‬  ‫א‬ (Earth load) K ٢ K ‫א‬‫א‬ (Live load) K ٣ K ‫א‬ (Bedding)  ‫א‬ K ٤ K ‫א‬ (Load factor) K ٥ K ‫א‬ (Factor of safety) K ٦ K ‫א‬ (Pipe strength) K   ٥  J ٧  J ١ ‫א‬‫א‬‫א‬   ‫א‬‫א‬  ‫א‬ ‫א‬  F ٥  J ٧ E ‫א‬‫א‬‫א‬ W   F ٥  J ٧ E           WB C W d E =    W   :WE  ‫א‬‫א‬‫א‬ K   :W  ،‫א‬‫א‬‫א‬‫א‬ ‫א‬  F ٥  J ١ E  W   ‫א‬‫א‬‫א‬ ‫א‬‫א‬ K   :B  ‫א‬،‫א‬ W 300 5 . 1 + = D B K   :Cd  ‫א‬ K   :D  ‫א‬  
  • 11.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 104 -          ‫א‬  F ٥  J ٧ WE ‫א‬‫א‬‫א‬ K     ‫א‬ ‫א‬ Cd  ‫א‬   F ٥  J ٨ E ‫א‬‫א‬‫א‬ W     F ٥  J ٨ E           u k e C B H u k d ′ − = ′ − 2 1 / 2    W   :H  ‫א‬‫א‬‫א‬ K   :k  ‫א‬‫א‬‫א‬‫א‬‫א‬ K :u’  ‫א‬‫א‬‫א‬‫א‬ K   B D H WE   ) ‫ج‬ (
  • 12.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 105 - ‫א‬   F ٥  J ٢ E  ( ) u k ′  ‫א‬‫א‬‫א‬‫א‬ K   ‫א‬  F ٥  J ١ WE ‫א‬‫א‬‫א‬‫א‬ K   ‫א‬   ‫א‬‫א‬ (kg/m3 )  (Dry sand)   ١٦٠٠    (Ordinary sand)   ١٨٤٠    (Wet sand)   ١٩٢٠    (Damp sand)   ١٩٢٠    (Saturated clay)   ٢٠٨٠    (Saturated topsoil)   ١٨٤٠    (Sand and damp topsoil)   ١٦٠٠       ‫א‬  F ٥  J ٨ WE ‫א‬‫א‬ Cd K    
  • 13.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 106 - ‫א‬  F ٥  J ٢ WE  ( ) u k ′  ‫א‬‫א‬   ‫א‬    ( ) u k ′    (Cohesionless granular soil) ٠{١٩٢    (Sand and gravel)   ٠{١٦٥    (Saturated topsoil)   ٠{١٥٠    (Saturated clay)   ٠{١٣٠    (Saturated clay)   ٠{١١٠      F ٥  J ٣ WE   ‫א‬  ‫א‬‫א‬  ٣{٦  ، ‫א‬ ٦٠٠   K ‫א‬ W   ‫א‬‫א‬ ( ) H  W   Z ‫א‬ –  ‫א‬   m H 0 . 3 6 . 0 6 . 3 = − =    ‫א‬  F ٥  J ١ E ‫א‬ W   3 2080 m kg W =    ‫א‬  F ٢  J ٥ E ‫א‬ W   110 . 0 = ′ u k   ‫א‬‫א‬‫א‬ W   ( ) m mm D B 2 . 1 1200 300 600 5 . 1 300 5 . 1 = = + × = + =   ‫א‬ F ٨  J ٥ E ‫א‬ Cd W  
  • 14.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 107 - ( ) ( ) 2 . 2 11 . 0 2 1 2 1 2 . 1 3 11 . 0 2 / 2 = × − = ′ − = − ′ − e u k e C B H u k d ‫א‬‫א‬ WE W   m kg WB C W d E 2 . 5491 2 . 1 2080 2 . 2 = × × = =     ٥  J ٧  J ٢ ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬   ‫א‬   ، ‫א‬ ‫א‬ ‫א‬‫א‬   ‫א‬ ‫א‬      ‫א‬‫א‬‫א‬ ‫א‬ F ٥  J ٩ KE  ‫א‬‫א‬ ‫א‬‫א‬‫א‬ ‫א‬  F ٥  J ٣ E  F ٥  J ٤ KE     ‫א‬  F ٥  J ٩ WE ‫א‬‫א‬‫א‬‫א‬   ‫א‬‫א‬‫א‬ K   ‫א‬  F ٥  J ٣ WE ‫א‬‫א‬ F ‫א‬ E ‫א‬‫א‬‫א‬ K  
  • 15.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 108 - ‫א‬ ‫א‬                  0.0   1.00  1.00  1.00   1.00   0.5   0.85  0.86  0.88   0.89   1.0   0.72  0.75  0.77   0.80   1.5   0.61  0.64  0.67   0.72   2.0   0.52  0.55  0.59   0.64   3.0   0.37  0.41  0.45   0.51   4.0   0.27  0.31  0.35   0.41   5.0   0.19  0.23  0.27   0.33   6.0   0.14  0.17  0.20   0.26   8.0   0.07  0.09  0.12   0.17   10.0   0.04  0.05  0.07   0.11     ‫א‬  F ٥  J ٤ WE ‫א‬‫א‬ F ‫א‬ E ‫א‬‫א‬‫א‬ K   ‫א‬ ‫א‬                  0.0   1.00  1.00  1.00   1.00   0.5   0.77 0.78  0.79 0.81   1.0   0.59  0.61  0.63   0.66   1.5   0.46  0.48  0.51   0.54   2.0   0.35  0.38  0.40   0.44   2.5   0.27  0.29  0.32   0.35   3.0   0.21  0.23  0.25   0.29   4.0   0.12  0.14  0.16   0.19   5.0   0.07  0.09  0.10   0.13   6.0   0.04  0.05  0.06   0.08   8.0   0.02  0.02  0.03   0.04   10.0   0.01  0.01  0.01   0.02    
  • 16.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 109 - ٥  J ٧  J ٣ ‫א‬‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬ W   F ٥  J ٩ E           [ ] B L E f W W W L + =    W   Lf W ‫א‬ (Load Factor)   WE W ‫א‬‫א‬‫א‬‫א‬ (External Load)  ‫א‬    WL W ‫א‬‫א‬ ‫א‬‫א‬ (Live Load)  ‫א‬   WB W ‫א‬ (Three-edge bearing strength)   ٥  J ٧  J ٤ ‫א‬   ‫א‬‫א‬‫א‬‫א‬ FS  ‫א‬ W   • ‫א‬‫א‬‫א‬ W 1 = s F • ‫א‬‫א‬‫א‬ W 5 . 1 25 . 1 − = s F ٥  J ٧  J ٥ ‫א‬‫א‬‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬ W   F ٥  J ١٠ E          S L f E B F W L W W ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ + = 5 . 1     ٥  J ٨ ‫א‬ F ‫א‬ E ‫א‬‫א‬‫א‬   ‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬،‫א‬ ‫א‬ K ‫א‬‫א‬‫א‬ W    
  • 17.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 110 - • ‫א‬   • ‫א‬   •  ‫א‬‫א‬   • ‫א‬‫א‬   • ‫א‬‫א‬    W ‫א‬‫א‬،،   F ٥  J ١٠ KE   ‫א‬   ٦٠   ٧٠  ،‫א‬ ‫א‬ ‫א‬‫א‬‫א‬،‫א‬ K ‫א‬‫א‬‫א‬ ‫א‬‫א‬‫א‬ W   •  F ١ × ١   E  •  F ٠{٨  ×  ١{٢   E   • ‫א‬ ١           ‫א‬  F ٥  J ١٠ WE ‫א‬‫א‬‫א‬ K     ٥  J ٩ ‫א‬‫א‬‫א‬‫א‬    F  E ،‫א‬‫א‬ ‫א‬‫א‬‫א‬ K ‫א‬‫א‬ ١٢٠٠   ‫א‬‫א‬ ١٢٠  ،  ‫א‬‫א‬  ٦٠٠  ‫א‬ ٦٠   ٨٠   K  
  • 18.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 111 - ‫א‬‫א‬‫א‬ ٧٠٠   ١٢٠٠  ‫א‬‫א‬ ١٠٠   K ‫א‬ ‫א‬‫א‬‫א‬‫א‬، K     ٥  J ١٠ ‫א‬‫א‬‫א‬‫א‬ ‫א‬‫א‬‫א‬ ‫א‬ ،‫א‬‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ ‫א‬     ‫א‬  ١W٥٠٠    ١W١٠٠٠   ‫א‬ ‫א‬   K   ‫א‬‫א‬ ١٠  ‫א‬‫א‬ K ‫א‬‫א‬‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ K     ٥  J ١١  ‫א‬‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬ W   ١ K ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ ‫א‬‫א‬ K ٢ K ،‫א‬‫א‬،‫א‬ ‫א‬ ‫א‬  ‫א‬‫א‬‫א‬ K ‫א‬‫א‬‫א‬ ٢٠  ‫א‬‫א‬ K ‫א‬‫א‬‫א‬  ‫א‬  F ٥  J ١١ E ‫א‬   ‫א‬ K ٣ K   ‫א‬‫א‬ ١٥  ‫א‬‫א‬،  ‫א‬  F ٥  J ١١ E ‫א‬، K ٤ K  ‫א‬  ‫א‬‫א‬      ‫א‬ ‫א‬ ‫א‬ ‫א‬ ‫א‬‫א‬  ‫א‬‫א‬ K ٥ K   ،  ‫א‬  ‫א‬    ‫א‬ ‫א‬   ‫א‬‫א‬‫א‬‫א‬‫א‬ K  
  • 19.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 112 -   ١  J  ‫א‬‫א‬‫א‬     ٢  J  ‫א‬‫א‬‫א‬     ٣  J  ‫א‬‫א‬‫א‬‫א‬   ‫א‬  F ٥  J ١١ WE  ‫א‬‫א‬‫א‬ K  
  • 20.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 113 - ٥  J ١٢ ‫א‬‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ ‫א‬‫א‬ K ‫א‬‫א‬‫א‬‫א‬‫א‬ ‫א‬  K ‫א‬‫א‬‫א‬‫א‬ W   ١ K ‫א‬‫א‬‫א‬‫א‬ K ٢ K   ‫א‬‫א‬ ‫א‬   ،   ‫א‬‫א‬     ‫א‬‫א‬ ‫א‬ K ٣ K    ‫א‬‫א‬   K ٤ K ‫א‬‫א‬‫א‬ ٥٠  ‫א‬   K ‫א‬‫א‬‫א‬ W • ‫א‬ ٢٠٠   W ٢   • ‫א‬ ٢٥٠   W ٣{١   • ‫א‬ ٣٠٠   W ٤{٥   ٥ K   ‫א‬ ‫א‬‫א‬ ‫א‬ ‫א‬‫א‬   K  
  • 21.
       ٢٥٤     ‫א‬‫א‬  ‫א‬‫א‬   ‫א‬‫א‬‫א‬   ‫א‬‫א‬   - 114 -  W   ١ K ‫א‬ ‫א‬‫א‬  ٢ K ‫؟‬‫א‬‫א‬‫א‬‫א‬‫א‬ ٣ K ‫א‬ ‫؟‬‫א‬‫א‬ ٤ K ‫א‬‫א‬‫א‬ ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ ‫؟‬‫א‬‫א‬‫א‬‫א‬   ٥ K  ‫؟‬‫א‬‫א‬‫א‬‫א‬‫א‬ ٦ K       ‫א‬ ‫א‬    ‫א‬   ‫א‬ ‫א‬  ‫؟‬‫א‬‫א‬ ٧ K     ‫א‬ ‫א‬   ‫א‬  ‫א‬   ‫א‬  ‫א‬‫א‬ ‫؟‬‫א‬‫א‬‫א‬‫א‬ ٨ K ‫א‬ ‫؟‬‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬   ‫א‬   ‫א‬ ‫א‬ F ‫א‬ ‫א‬  E ‫א‬   ‫א‬ ‫א‬‫א‬  ‫؟‬‫א‬ ٩ K ‫א‬‫א‬‫א‬‫א‬‫א‬‫א‬ ‫א‬‫א‬‫א‬‫א‬   ١٠ K ‫א‬  ‫א‬‫א‬ ، ‫א‬ ٣٠٠  ‫א‬ ٣   K