CWW-(El-Salloum New Marina) Drawing.pdf

(Irrigation and Hydraulic Department, Ain Shams University, Cairo, Egypt)
Ahmed Abdelkader, George Essam, Youman Gamal
El-Salloum New Marina
Graduation Project Summary Report, Cairo, Egypt, 24th- 28th October 2021
Cairo Water Week, CWW2021
Ministry of Water Resources & Irrigation

NUMERICAL INVESTIGATION OF WAVE TRANSFORMATION AT
AL-SALLUM, NORTHWEST COAST, EGYPT
MetOcean Data Collection/ Analysis
A– Data Collection
A.1– Meteorological/ Wind Data
In Order to Assist the Wave Climate in/ around the mentioned region, it’s required to investigate the sur-
rounding wind field that cause generation of short crest wind-waves. Wind hourly-based parameters
(velocity components u and v) were extracted as wind records for the previous 40-year from ECMWF-
ERA5 Platform at location (25.27 Long, 31.63 Lat) in figure (1), and got verified from DHI Data Portal as
shown in figure (2)
A.2– Oceanic/ wave Data
In respect of robust simulation of wave transformation/ propagation , not only wind data collection is a must
but also offshore-wave data . Offshore waves hourly-based parameters (significant height, peak period and
wave mean direction) were estimated based on the wind-generated waves analytical formulations, which is
SPM1984, that approach tests the wave formation into two regimes (Fetch Limited formulation or Fully De-
veloped Seas formulation), based on the storm’s parameters such as fetch length, storm duration and wind
speed. Hence, the following wave climate was estimated along the offshore boundary to get imposed on that
open/ wave-maker boundaries of the model, at location (25.27 Long, 31.63 Lat) figures (3&4).
A.3– Tidal Data
Tidal variation/ tidal harmonic constituents were collected and got analyzed, in purpose of conducting ap-
propriate estimation of the design water level, moreover adjusting the sea-bed levels to one of the tidal da-
tums whether MWL or CD to be ready for the model depth interpolation, see data and sources in figures
(5&6).
A.4– Hydrographic/ Bathymetric data
After reviewing some sources of bathymetric data, it was concluded that, the most reliable ocean-bed levels
with suitable resolution was the digitized Navionics Sonar Chart data (on behalf of admiralty charts), shown
in figures (7&8)
Long-term Data Analysis
A– EVA/ Extreme Value Analysis
The statistics of long-term prediction of wind/wave requires that the individual data points used in the sta-
tistical analysis be statistically independent. Hence any hourly record depends very much on the record of
the previous hours and hence the theoretical condition of statistical independence is not met. Hence, in or-
der to produce independent data points, only storms should be considered. The commonly used method to
separate wind/waves is called Peak Over Threshold (POT) analysis. A threshold wind stress of 9.0 m/s was
selected for the UA hourly values. The Weibull distribution was used as explained by William Kamphuis
for the extreme wave analysis where the probability of exceedance Q is expressed by:
The data was sorted from the largest to the smallest values and ranked from 1 to the number of POT values
(N). The value of Q is determined from m/(N+1) where m is the rank. The parameter W is calculated ac-
cording to:
Design lifetime N NNE NE ENE E W WNW NW NNW
25 23.9 18.9 15.9 15 17.4 26.7 25.8 23.3 23.8
50 26.8 20.6 16.8 15.6 18.5 28.3 27.3 24.6 25.9
75 28.6 21.6 17.3 16 19.1 29.2 28.2 25.4 27.1
100 29.9 22.4 17.6 16.2 19.6 29.9 28.8 26 28
A best fit is determined for the values of Hs
against W, figure(9). The parameters γ and β are
determined from the best fit line. Finally, the wind
stresses for different return periods (25, 50, 75 and
100 yrs.) were determined for each 22.5o
/sector,
neglecting the directions which coming from the
land, table (1).
Ain-Shams University
Faculty of Engineering
Civil Engineering Branch
Irrigation and Hydraulics Department
Water & Hydraulic Structures Program
Prepared by Eng. Ahmed Abdelkader
Reviewed by Eng. Omar Nemr
Approved by Dr. Ahmed Balah
Drawing no. 2
Figure (1) - wind records for the previous 40-
year from ECMWF-ERA5 Platform
Figure (2) - wind records for the previous 40-years
from DHI Data portal.
Figure (3) - wave rose concluded from (SPM-
84) wind-Generated waves formulations.
Figure (4) - one year time series of Wave heights from DHI data portal.
Figure (5) - Tidal datums at AL-Sallum.
Figure (6) - Tidal signal based on (IHO) & (OSU) data.
Figure (7) - Navionics sonar chart. Figure (8) - Digitized Bathymetry based on Navionics chart datum.
Figure (9) - Weibull distribution for data with (alpha = 1)
Table (1) - Wind stress (UA) for different return period from seaward directions.

NUMERICAL INVESTIGATION OF WAVE TRANSFORMATION AT
AL-SALLUM, NORTHWEST COAST, EGYPT
Cont. Long-term Data Analysis
B– Extreme Wave Parameters Estimate
B1– Significant Wave Height
Corresponding wave height values of the investigated return period wind stresses had been estimated based
on SPM1984 metric formulation and had go examined case by case if whether it was fetch limited or fully
developed seas, those formulations are shown below. The examined return periods Hs’s has been tabulated
below, in table (1).
B2– Wave Peak Period/ Tp
Accordingly, waves peak period had been estimated based on conducting the previous criteria, but using the
peak period formulations which are shown below. The examined 50 years) return periods Tp’s has been
tabulated below, table (2).
Model Results Extraction
A– Extreme 2D Wave Map
B– Extreme Design Wave Parameters at Multiple Locations on Breakwater
Ain-Shams University
Faculty of Engineering
Civil Engineering Branch
Irrigation and Hydraulics Department
Water & Hydraulic Structures Program
Prepared by Eng. Ahmed Abdelkader
Reviewed by Eng. Omar Nemr
Approved by Dr. Ahmed Balah
Drawing NO. 3
MIKE21– SW Model Building
A– Generating Computational Mesh
In order to approach the best simulation of waves transformation and to obtain resulted wave maps with the best ac-
curacy and resolution, it was necessary to conduct the computational mesh with a suitable mesh element’s size
which can cover the narrowest entrances within the domain. Not only the mesh element size was dominating the
generation process but also reaching to that resolution by the minimum number of mesh nodes to reduce the run-
ning time, is a privilege. Achieving those criteria (obtaining the required resolution with minimal number of mesh
nodes) has been done by nesting options/ properties during mesh generation process, taking into consideration the
appropriate smoothness rations within the consecutive elements sizes. Nesting technique is well represented in fig-
ure (1).
B– Boundaries Types Selecting
The outer mesh nodes were set as boundary nodes and divided into two types, the three open boundaries (North, West and
East) set to wave-maker boundaries, the Southern boundary was set to land boundary as shown in figure (2).
Extreme conditions- 50years design lifetime
Nautical Direction (o
) Hs (m) Tp (s) Wind speed (m/s)
270 4.3 4.526 20.010
292.5 5.5 4.693 19.433
315 6.3 5.456 17.855
337.5 5.5 15.955 18.619
0 7 13.317 19.143
22.5 4.8 13.777 15.457
45 2.9 14.954 13.095
67.5 2.6 15.700 12.330
90 2.6 13.517 14.163
Nearshore Wave Roses Extraction
Offshore wave conditions Extracted Results
Extreme conditions- 50years design life time MBW1-Head MBW2–Trunk SBW1 Port Entrance
Direction Hs Tp Wind Speed Hs Tp Hs Tp Hs Tp Hs Tp
270 4.3 4.526 20.010 2.91766 13.6389 2.0243 13.2148 0.816377 10.0508 1.765 12.6326
292.5 5.5 4.693 19.433 2.97428 13.711 2.03216 13.6995 0.753636 13.6957 1.75664 13.698
315 6.3 5.456 17.855 3.00831 14.9366 2.05186 14.9434 0.76696 14.9604 1.77459 14.95
337.5 5.5 15.955 18.619 2.99121 15.6635 2.04694 15.6887 0.771651 15.7169 1.77377 15.6991
0 7 13.317 19.143 2.77561 13.5851 1.92171 13.5769 0.731868 13.572 1.66971 13.5748
22.5 4.8 13.777 15.457 0.771316 3.99452 0.668733 3.98178 0.444187 4.03576 0.633498 4.00947
45 2.9 14.954 13.095 1.54956 5.0974 1.19906 5.15171 0.515386 5.22233 1.07857 5.26889
67.5 2.6 15.700 12.330 2.05067 5.78215 1.44782 5.83441 0.543614 6.38687 1.26177 5.91267
90 2.6 13.517 14.163 3.03692 16.1202 2.06864 16.1278 0.743505 16.1234 1.77819 16.1161
Table (1)-Wind-generated wave formulations
Table (2)
Figure (1)- Nesting Technique to achieve required smoothness Figure (2)-Wave –Maker boundary and land boundary
Nearshore wave rose presented in figure
(5) show that northwest direction is still
the prevailing wave direction.
This consistent with offshore wave rose,
and also reasonable because there is no
dramatic change in bathymetry.
Nearshore wave rose shows that there is
no wave height greater than 3.2 meter
which will be used later in design depth
of navigation channel.
Figure (3)- 2D wave map for extreme events Figure (4)- Main locations of calculation extreme wave parameters
Figure (5) - Nearshore wave rose at El-Salloum marina area

Prof.Dr. ABD EL MOHSEN EL MONGY
Sheet Name :
25 July 2021
Presented By:
Date :
Results of extreme Analysis
TO FIT
Scale : Sheet No. :
Yasmeen Abdelbaset Abdelhady
Supervised By:
IRRIGATION AND HYDRAULICS DEPARTMENT
B.Sc. GRADUATION PROJECT
(2020-2021)
HARBOUR ENGINEERING PROJECT
FACULTY OF ENGINEERING
AIN SHAMS UNIVERSITY
Prof.Dr. SONIA EL SERAFY
Prof.Dr. YASSER E. MOSTAFA
Dr. AHMED BALAH
Prof.Dr. AYMAN ZAKARYA
4
EL-SALLOUM NEW MARINA
NORTHWESTERN COAST, EGYPT
Bathymetry
Notes:
Wave height are in meters.
Wave period are in seconds.
Wave Direction are in degrees.
Wave Height
Wave Period
Main Wave Direction

© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
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Prof.Dr. ABDEL MOHSEN EL MONGY
Drawing Title :
July 2021
Presented By:
Date :
project General Location
TO FIT
Scale : Drawing No. :
Ahmed Abdelkader Abdelmoneem
Supervised By:
(2020-2021)
Prof.Dr. YASSER MOSTAFA
Dr. MORAD ABDEL SALHEN
EGYPTIAN WESTERN DESERT CORRIDOR
Dr. AHMED BALAH
Prof.Dr. AYMAN ZAKRIA
1

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Drawing Title :
July 2021
Presented By:
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Master plan
TO FIT
Supervised By:
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Dr. AHMED BALAH

.180207 ASU-Logo-400.jpg
Drawing Title :
July 2021
Presented By:
Date :
navigation channel layout
TO FIT
Supervised By:
(2020-2021)
S
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Remarks
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. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5 95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.
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.
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ent
2
:1
2
:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1
(2
.00)
(2.00
)
(2.00
)
(2
.00)
143
40
19
Shore line
Shore
line
89999
-10.06
90705
90706
-0.06
90707
-0.06
90708
-0.06
90709
-0.06
90710
-0.06
90711
-0.06
90712
-0.06
90716
-0.06
90717
-0.06
90718
-0.06
90719
-0.06
91565
-0.06
91566
-0.06
91567
-0.06
91568
-0.06
91569
-0.06
91570
-0.06
91571
-0.06
91572
-0.06
91573
-0.06
91574
-0.06
91575
-0.06
91576
-0.06
91577
-0.06
91578
-0.06
91579
-0.06
91580
-0.06
91581
-0.06
91582
-0.06
91583
-0.06
91584
-0.06
91585
-0.06
91586
-0.06
91587
-0.06
91588
-0.06
91589
-0.06
91590
-0.06
91591
-0.06
91592
-0.06
91593
-0.06
91594
-0.06
91595
-0.06
91596
-0.06
91597
-0.06
91598
-0.06
91599
-0.06
91600
-0.06
91601
-0.06
91602
-0.06
91603
-0.06
91604
-0.06
91605
-0.06
91606
-0.06
91607
-0.06
91608
-0.06
91609
-0.06
91610
-0.06
91611
-0.06
91612
-0.06
91613
-0.06
91614
-0.06
91615
-0.06
91616
-0.06
91617
-0.06
91618
-0.06
91619
-0.06
91620
-0.06
91621
-0.06
91622
-0.06
91623
-0.06
91624
-0.06
91625
-0.06
91629
-0.06
91630
-0.06
91631
-0.06
91648
-0.06
91649
-0.06
91650
-0.06
91651
-0.06
91652
-0.06
91653
-0.06
91654
-0.06
91655
-0.06
91656
-0.06
91657
-0.06
91658
-0.06
91659
-0.06
91660
-0.06
91661
-0.06
91662
-0.06
91663
-0.06
91664
-0.06
91665
-0.06
91666
-0.06
91667
-0.06
91668
-0.06
91669
-0.06
0+
20
0.
00
0+
40
0.
00
0+
70
0.
00
1+
00
0.
00
1+
30
0.
00
(-10.00)
(-8.00)
(-6.00)
(-4.00)
(-2.00)
(0.00)
(-10.00)
(-10.00)
(1803 M)
(
1
9
0
M
)
(
S
e
c
t
i
o
n
1
-
1
)
(
S
e
c
t
i
o
n
2
-
2
)
(
S
e
c
t
i
o
n
3
-
3
)
(
S
e
c
t
i
o
n
4
-
4
)
(
S
e
c
t
i
o
n
5
-
5
)
(
S
e
c
t
i
o
n
6
-
6
)
Drawing Title :
July 2021
Presented By:
Date :
Navigation channel profile
TO FIT
Supervised By:
(2020-2021)
S
W E
Dr. AHMED BALAH
WIND ROSE
7
Channel Bed(-10.00)
Sea Bed
L.W.L (0.00)
Sections
Station (M)
Sea Bed Level
Channel Bed Level
H.W.L
L.W.L (0.00) (0.00) (0.00) (0.00) (0.00)
(+0.1)
(0.00)
(+0.1)
(+0.1)
(+0.1)
(+0.1)
(+0.1)
(-10.00) (-10.00) (-10.00) (-10.00) (-10.00) (-10.00)
(-3.00) (-4.37) (-5.42) (-6.63) (-7.50) (-8.56)
0 200 400 700 1000 1300
(1) (2) (3) (4) (5) (6)

Drawing Title :
July 2021
Presented By:
Date :
navigation channel x.sec
TO FIT
Supervised By:
(2020-2021)
S
N
W
NC. Layout PLAN
E
Dr. AHMED BALAH
Remarks
6
Road
Road
-
Two
Lane
s
Q
u
a
y
W
a
ll
Road
Natural Shore
Line
to
Libia
Toe
(-4.50)
2:1
(2.0
0)
Toe
(-9.25)
Toe
(-3.15)
2:1
2:1
2:1
2:1
2:1
(
2.00
)
(2.0
0)
Toe
(-9.25)
Int
ern
ati
on
al
co
as
tal
roa
d
Int
ern
ati
on
al
co
as
tal
roa
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. .
. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ RAMPASI E=%8
PASLANMAZ ÇELİK KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL TAŞ KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.
.
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ent
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1
(2.00)
(2.00)
(2.00)
(2.00)
90707
-0.06
90708
-0.06
90709
-0.06
90710
-0.06
90711
-0.06
90712
-0.06
90716
-0.06
91576
-0.06
91577
-0.06
91578
-0.06
91579
-0.06
91580
-0.06
91581
-0.06
91582
-0.06
91583
-0.06
91584
-0.06
91585
-0.06
91586
-0.06
91587
-0.06
91588
-0.06
91589
-0.06
91590
-0.06
91591
-0.06
91592
-0.06
91593
-0.06
91594
-0.06
91595
-0.06
91596
-0.06
91597
-0.06
91598
-0.06
91599
-0.06
91600
-0.06
91601
-0.06
91602
-0.06
91603
-0.06
91604
-0.06
91605
-0.06
91606
-0.06
91607
-0.06
91608
-0.06
91609
-0.06
91610
-0.06
91611
-0.06
91612
-0.06
91613
-0.06
91614
-0.06
91615
-0.06
91616
-0.06
91617
-0.06
91618
-0.06
91619
-0.06
91620
-0.06
91621
-0.06
91622
-0.06
91623
-0.06
91624
-0.06
91625
-0.06
91629
-0.06
91630
-0.06
91631
-0.06
91648
-0.06
91649
-0.06
91650
-0.06
91651
-0.06
91652
-0.06
91653
-0.06
91654
-0.06
91655
-0.06
91656
-0.06
91657
-0.06
0+200.
00
0+400
.00
0+700
.00
1+000
.00
1+300
.00
(-10.00)
(-8.00)
(-6.00)
(-4.00)
(-2.00)
(0.00)
(-10.00)
(-10.00)
(1803 M)
(1
90
M
)
(S
e
c
ti
o
n
1
-1
)
(S
e
c
ti
o
n
2
-2
)
(S
e
c
ti
o
n
3
-3
)
(S
e
c
ti
o
n
4
-4
)
(S
e
c
ti
o
n
5
-5
)
(S
e
c
ti
o
n
6
-6
)
(-10.00)
(-10.00)
(-10.00)
(-10.00)
(-10.00)
(-10.00)
(-1.53)
(-4.65)
l.w.l (0.00)
l.w.l (0.00)
(-2.86)
(-5.92)
l.w.l (0.00)
l.w.l (0.00)
l.w.l (0.00)
(-4.00)
(-7.00)
(-5.22)
(-8.00)
(-6.37)
(-8.74)
(-7.43)
(-9.77)
5
:
1
5
:
1
l.w.l (0.00)
5
:
1
5
:
1
5
:
1
5
:
1
5
:
1
5
:
1
5
:
1
5
:
1
5
:
1
5
:
1
241 14.32
4.23
Section(6-6)
Section(5-5)
241.1 21.35
10.52
Section(4-4)
28.37
241.1
15.06
36.5
241.1
21.67
Section(3-3)
44.10
241.1
28.12
Section(2-2)
52.93
241.1
35.73
Section(1-1)

Drawing Title :
July 2021
Presented By:
Date :
MBW Head PLAN
TO FIT
Supervised By:
(2020-2021)
S
N
W
KEY PLAN
E
Dr. AHMED BALAH
WIND ROSE
Ro
ad
Ro
ad
-
Tw
o
La
ne
s
Q
u
a
y
W
a
l
l
Ro
ad
to
Alexandria
to
Libia
Toe
(-4
.50
)
2:1
(2.
00
)
To
e (-9
.25
)
To
e (-3
.15
)
2:1
2:1
2:1
2:
1
2:1
(2.
00
)
(2.
00
)
To
e (-9
.25
)
In
te
rn
ational coasta
l ro
ad
In
te
rn
ational coasta
l ro
ad
.B
.
.
.
.
.
H
.
.
.
B
M
.
.
.B
.
H
.
.
.
.
.
.
.
.
.
.
. .
. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
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a
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a
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a
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a
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ev
et
m
en
t
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etmen
t
2:
1
2:
1
2:1
2:1
2:1
2:1
T
o
e
(
-
4
.
5
0
)
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
2
:
1
2
:
1
2
:
1
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
18
Toe (-4.50)
2:1
(2.00)
Toe (-9.25)
Toe (-3.15)
2:1
2:1 2:1 2:1
(2.00)
(2.00)
Toe (-9.25)
16
5
5
84,6
22,5
10.3
Head of MBW

Drawing Title :
July 2021
Presented By:
Date :
MBW X.sections
TO FIT
Supervised By:
(2020-2021)
S
N
W
KEY PLAN
E
Dr. AHMED BALAH
WIND ROSE
Ro
ad
Ro
ad
-
Tw
o
La
ne
s
Q
u
a
y
W
a
l
l
Ro
ad
to
Alexandria
to
Libia
Toe
(-4
.50
)
2:1
(2.
00
)
To
e (-9
.25
)
To
e (-3
.15
)
2:1
2:1
2:1
2:
1
2:1
(2.
00
)
(2.
00
)
To
e (-9
.25
)
In
te
rn
ational coasta
l ro
ad
In
te
rn
ational coasta
l ro
ad
A.
.
C.
O.
.S.
H
.
.A
.
.S
.
I.
.
H
E
.A
.
.A.
.A.
.A.
.S.
S.O
.
.A.
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.A
.
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etmen
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2:1
2:1
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e
(
-
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.
5
0
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:
1
(
2
.
0
0
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(
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.
2
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:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
9
SECTION (4-4) IN HEAD
at depth 4.50 m
0.5 1.0
(2.00)
1.0 0.5
(1.00)
(-4.60)
(-0.55)
(-1.73) 2:1
5
Core (20-80kg)
D50 (0.19)
16 m
2:1
Secondary
(510 kg)
Secondary
(510 kg)
Armour
(5.09 ton)
Armour
(5.09 ton)
1
2
.
5
5
1
.
1
8
2
.
5
5
1
.1
8
Armour
(5.09 ton)
Secondary
(510 kg)
(-10.00)
0.5 1.0
(2.00)
1.0 0.5
16 m
1
Armour
(2.624 ton)
Secondary
(262 kg)
Secondary
(510 kg)
Secondary
(262 kg)
Armour
(5.09 ton)
Armour
(2.624 ton)
5
5
(1.00)
(0.05)
(-0.90)
Core (20-80kg)
D50 (0.19)
(-10.00)
0
.
9
5
2
.
0
5
SECTION (3-3) IN TRUNK
at depth 3.9 m
2:1
2:1
(-3.80)
(-3.05)
0.75
2
3
4
5
7
7
0,75
Sand Leyar
Block Pavement
0,25
(+2.00)
(+0.20)
(-2.40)
(-5.00)
(-7.00)
(-8.50)
(-10.00)
1:1
Filter
RUBBLE 2:1
2:1
1
:
1
(-11.50)
SAND FILL
RUBBLE
(2.00)
Armour
(1.38 ton)
(1.00)
at depth 2.8 m
30 m
(-2.05)
(-2.80)
1
,
6
6
Secondary
(138 kg)
0
,7
6
Core (20-80kg)
D50 (0.19)
Secondary
(138 kg)
(0.34)
(-0.42)
2
3
4
5
7
7
0,75
Sand Leyar
Block Pavement
0,25
(+2.00)
(+0.20)
(-2.40)
(-5.00)
(-7.00)
(-8.50)
(-10.00)
1
:
1
Filter
RUBBLE 2:1
2:1
1
:
1
(-11.50)
SAND FILL
RUBBLE
(2.00)
Armour
(1.44 ton)
(1.00)
at depth 1.3 m
30 m
(-0.55)
(-1.30)
1
.
4
4
Secondary
(91 kg)
0
.6
7
Core (20-80kg)
D50 (0.19)
Secondary
(138 kg)
(0.56)
(-0.11)
Fenders
Fenders
(3.65)
(3.65)
(3.65)

Drawing Title :
July 2021
Presented By:
Date :
Mbw profile
TO FIT
Supervised By:
(2020-2021)
S
N
W
KEY PLAN
E
Dr. AHMED BALAH
WIND ROSE
Ro
ad
Ro
ad
-
Tw
o
La
ne
s
Q
u
a
y
W
a
l
l
Ro
ad
to
Alexandria
to
Libia
Toe
(-4
.50
)
2:1
(2.
00
)
To
e (-9
.25
)
To
e (-3
.15
)
2:1
2:1
2:1
2:
1
2:1
(2.
00
)
(2.
00
)
To
e (-9
.25
)
In
te
rn
ational coasta
l ro
ad
In
te
rn
ational coasta
l ro
ad
.B
.
.
.
P.
.
.
.
.
B
M
.
.
.B
.
.
.
P.
.
P.
.
P.
.
.
.
. .
. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
M
P.
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a
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a
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R
ev
et
m
en
t
Rev
etmen
t
2:
1
2:
1
2:1
2:1
2:1
2:1
T
o
e
(
-
4
.
5
0
)
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
2
:
1
2
:
1
2
:
1
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
12
1.66
(2-2)
(-1.30)
---
1.44
(1-1)
(-2.80)
2.55
(4-4)
(-4.50)
(0.00)
1.18
0.76
0.67
400
200
100
(-3.90)
0.95
2.05
300
(3-3)
(0.20)
(2.00)
(3.65)
(-0.11) (-0.42) (-1.73)
(-0.90)
--- ---
--- 2.55
2.05
1.18
0.95
MBW Profile

Drawing Title :
July 2021
Presented By:
Date :
SBW Head PLAN
TO FIT
Supervised By:
(2020-2021)
S
N
W
KEY PLAN
E
Dr. AHMED BALAH
WIND ROSE
Ro
ad
Ro
ad
-
Tw
o
La
ne
s
Q
u
a
y
W
a
l
l
Ro
ad
to
Alexandria
to
Libia
Toe
(-4
.50
)
2:1
(2.
00
)
To
e (-9
.25
)
To
e (-3
.15
)
2:1
2:1
2:1
2:
1
2:1
(2.
00
)
(2.
00
)
To
e (-9
.25
)
In
te
rn
ational coasta
l ro
ad
In
te
rn
ational coasta
l ro
ad
.B
.
.
.
.S.
H
.
.
.
B
.S
.
.B
.
H
.
.
.
.
.
.
.
.
.S.
S.
.
. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.
.
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a
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a
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a
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a
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a
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a
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a
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eal
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eal
e
a
l
e
a
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R
ev
et
m
en
t
Rev
etmen
t
2:
1
2:
1
2:1
2:1
2:1
2:1
T
o
e
(
-
4
.
5
0
)
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
2
:
1
2
:
1
2
:
1
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
10
2:1 2:1 2:1
(2.00) (2.00) (2.00) (2.00)
(2.00) (2.00)
(2.00)
6
31,46
5
1,5
Head of SBW

Drawing Title :
July 2021
Presented By:
Date :
Quay wall at cruise ship basin
TO FIT
Supervised By:
(2020-2021)
S
N
W
KEY PLAN
E
Dr. AHMED BALAH
WIND ROSE
Ro
ad
Ro
ad
-
Tw
o
La
ne
s
Q
u
a
y
W
a
l
l
Ro
ad
to
Alexandria
to
Libia
To
e (-4
.50
)
2:1
(
2.
00
)
Toe
(-9
.25
)
Toe
(-3
.15
)
2:1
2:1
2:1
2:
1
2:1
(
2.
00
)
(
2.
00
)
Toe
(-9
.25
)
In
te
rn
ational coasta
l ro
ad
In
te
rn
ational coasta
l ro
ad
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. .
. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3 110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.
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ev
et
m
en
t
Rev
etmen
t
2:
1
2:
1
2:1
2:1
2:1
2:1
T
o
e
(
-
4
.
5
0
)
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
2
:
1
2
:
1
2
:
1
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
12
0,75
Sand Leyar
Block Pavement
(+3.00)
(+0.00)
(-2.00)
(-4.50)
(-6.50)
(-8.50)
(-10.00)
1
:
1
Filter
RUBBLE 2:1
2:1
1
:
1
SAND FILL
RUBBLE
4
5
7
7
3
Fender
QUAY WALL X.SECTION
at cruise ship basin
20
SEC. ELEVATION
4
3
2
3
5
3
4
4
2.5
5 3
2.5
7
2
2
1st Block (Head)
2nd block
3rd block 4th & 5th block

Drawing Title :
July 2021
Presented By:
Date :
Quay wall at navigation channel
TO FIT
Supervised By:
(2020-2021)
S
N
W
KEY PLAN
E
Dr. AHMED BALAH
WIND ROSE
Ro
ad
Ro
ad
-
Tw
o
La
ne
s
Q
u
a
y
W
a
l
l
Ro
ad
to
Alexandria
to
Libia
Toe
(-4
.50
)
2:1
(2.
00
)
To
e (-9
.25
)
To
e (-3
.15
)
2:1
2:1
2:1
2:
1
2:1
(2.
00
)
(2.
00
)
To
e (-9
.25
)
In
te
rn
ational coasta
l ro
ad
In
te
rn
ational coasta
l ro
ad
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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.
.
.
.
.
.
. .
. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.
.
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en
t
Rev
etmen
t
2:
1
2:
1
2:1
2:1
2:1
2:1
T
o
e
(
-
4
.
5
0
)
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
2
:
1
2
:
1
2
:
1
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
13
20
SEC. ELEVATION
2nd block 3rd block
4th block 5th & 6th block
2
9
1,8
7
3,3
1,5
3
4,5
2,6
5
3,5
2
4
3,5
2,6
1st Block (Head)
2
3
4
5
7
7
0,75
Sand Leyar
Block Pavement
0,25
(+2.00)
(+0.20)
(-2.40)
(-5.00)
(-7.00)
(-8.50)
(-10.00)
1
:
1
Filter
RUBBLE 2:1
2:1
1
:
1
(-11.50)
SAND FILL
RUBBLE
4,5 4,5 4,5
3,5 3,5 3,5 3,5
3,3 3,3 3,3 3,3 3,3
3,5 3,5 3,5 3,5
3,3 3,3 3,3 3,3 3,3
Fender
QUAY WALL X.SECTION
at navigation channel

R
o
a
d
R
o
a
d
-
T
w
o
L
a
n
e
s
R
o
a
d
Toe (-4.5
0)
2:1
(2.00)
Toe (-9.2
5)
Toe (-3.1
5)
2:1
2:1
2:1
2:1
2:1
(2.00
)
(2.00)
Toe (-9.2
5)
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. .
. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.
.
.
.
.
.
.
.
.
.
. .
. .
. .
.
.
. . . .
.
.
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. .
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.
.
.
. .
. . .
.T. .
T
R
. .
.
.
(
-
4
.
0
0
)
(-4.00
)
(
-
8
.
5
0
)
(
-
1
0
.
0
0
)
R
e
v
e
t
m
e
n
t
Revetment
2
:
1
2
:
1
2:1
2:1
2
:1
2:1
5
:
1
5
:
1
5:1
2:1
5:1
5:1
5:1
Drawing Title :
July 2021
Presented By:
Date :
Dredgingn Plan
TO FIT
Supervised By:
(2020-2021)
S
N
W E
Dr. AHMED BALAH
Remarks
14
WIND ROSE
WIND ROSE

Revetment
Re
ve
tm
en
t
2:1
2:1
2:1
Drawing Title :
July 2021
Presented By:
Date :
REVETMENT
TO FIT
Supervised By:
(2020-2021)
S
N
W
KEY PLAN
E
Dr. AHMED BALAH
WIND ROSE
Ro
ad
Ro
ad
-
Tw
o
La
ne
s
Q
u
a
y
W
a
l
l
Ro
ad
to
Alexandria
to
Libia
Toe
(-4
.50
)
2:1
(2.
00
)
To
e (-9
.25
)
To
e (-3
.15
)
2:1
2:1
2:1
2:
1
2:1
(2.
00
)
(2.
00
)
To
e (-9
.25
)
In
te
rn
ational coasta
l ro
ad
In
te
rn
ational coasta
l ro
ad
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. .
. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.
.
eal
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ats
.
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.
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ev
et
m
en
t
Rev
etmen
t
2:
1
2:
1
2:1
2:1
2:1
2:1
T
o
e
(
-
4
.
5
0
)
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
2
:
1
2
:
1
2
:
1
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
15
Revetment

Yachts
Revetment
Re
ve
tm
en
t
2:1
2:1
2:1
2:1
2
:
1
50
2
4
required walkway length = 30 meter
3 floating Pontoon of (AM10000) were used
with length = 10m & width = 3m
3
0
108.56
required walkway length = 108.5 meter
11 floating pontoon of (AM10000) were used
with length = 10m & width = 3m
24 x5.5
1.8
required finger length = 19.2 meter
2 floating pontoon of (AF100) were used
with length = 10m & width = 1.5m
required Finger length = 10 meter
1 floating pontoon of (AF100) was used
with length = 10m & width = 1.5m
for both yachts & motorboats, Required Gangway length = 12m
for Motorboats, the required Gangway width = 0.9 m
for Yachts, the required Gangway width = 1.2 m
for Motorboats, the required Gangway width = 0.9 m
Purchased Gangway type is (AG120) 12m long & 1.2m wide
Drawing Title :
July 2021
Presented By:
Date :
Pontoon (1)
TO FIT
Supervised By:
(2020-2021)
S
N
W
KEY PLAN
E
Dr. AHMED BALAH
WIND ROSE
Ro
ad
Ro
ad
-
Tw
o
La
ne
s
Q
u
a
y
W
a
l
l
Ro
ad
to
Alexandria
to
Libia
Toe
(-4
.50
)
2:1
(2.
00
)
To
e (-9
.25
)
To
e (-3
.15
)
2:1
2:1
2:1
2:
1
2:1
(2.
00
)
(2.
00
)
To
e (-9
.25
)
In
te
rn
ational coasta
l ro
ad
In
te
rn
ational coasta
l ro
ad
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. .
. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.
.
eal
eal
eal
eal
eal
eal
Y
a
c
h
t
s
e
a
l
e
a
l
e
a
l
e
a
l
e
a
l
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a
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a
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tor
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ats
.
.
.
.
.
.
.
.
. .
. .
. .
.
.
. . . .
.
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..publisherPicture1.png
WIND ROSE
17

Drawing Title :
July 2021
Presented By:
Date :
Pontoon (2)
TO FIT
Supervised By:
(2020-2021)
S
N
W
KEY PLAN
E
Dr. AHMED BALAH
WIND ROSE
Ro
ad
Ro
ad
-
Tw
o
La
ne
s
Q
u
a
y
W
a
l
l
Ro
ad
to
Alexandria
to
Libia
Toe
(-4
.50
)
2:1
(2.
00
)
To
e (-9
.25
)
To
e (-3
.15
)
2:1
2:1
2:1
2:
1
2:1
(2.
00
)
(2.
00
)
To
e (-9
.25
)
In
te
rn
ational coasta
l ro
ad
In
te
rn
ational coasta
l ro
ad
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. .
. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.
.
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:
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o
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(
-
9
.
2
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)
18

Drawing Title :
July 2021
Presented By:
Date :
Guide Pier
TO FIT
Supervised By:
(2020-2021)
S
N
W
KEY PLAN
E
Dr. AHMED BALAH
WIND ROSE
Ro
ad
Ro
ad
-
Tw
o
La
ne
s
Q
u
a
y
W
a
l
l
Ro
ad
to
Alexandria
to
Libia
Toe
(-4
.50
)
2:1
(2.
00
)
To
e (-9
.25
)
To
e (-3
.15
)
2:1
2:1
2:1
2:
1
2:1
(2.
00
)
(2.
00
)
To
e (-9
.25
)
In
te
rn
ational coasta
l ro
ad
In
te
rn
ational coasta
l ro
ad
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. .
. .
(
h
)
YERİNDE
BELİRLENECEKTİR.
ÖZÜRLÜ
RAMPASI
E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.
.
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ev
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m
en
t
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t
2:
1
2:
1
2:1
2:1
2:1
2:1
T
o
e
(
-
4
.
5
0
)
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
2
:
1
2
:
1
2
:
1
2
:
1
(
2
.
0
0
)
T
o
e
(
-
9
.
2
5
)
19

Drawing Title :
July 2021
Presented By:
Date :
Navigation Aids
TO FIT
Supervised By:
(2020-2021)
S
N
W E
Dr. AHMED BALAH
22
Navigation channel layout
Roa
d
Roa
d
-
Two
Lan
es
Roa
d
Toe
(-4.50
)
2:1
(
2.00
)
Toe
(-9.25
)
Toe
(-3.15
)
2:1
2:1
2:1
2:1
2:1
(
2.00
)
(
2.00
)
Toe
(-9.25
)
In
te
rn
at
iona
l co
as
ta
l ro
ad
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. .
. .
( h ) YERİNDE BELİRLENECEKTİR.
ÖZÜRLÜ RAMPASI E=%8
PASLANMAZ
ÇELİK
KORKULUK
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AP4
115/160
ALÇI
ÇERÇEVE+VİTRAY
AK3
110/250
AK3
110/250
AK2
200/250
P5
135/200
AK5
95/200
5
+8.47
+4.70
+6.30
+4.70
+6.30
+0.50
+2.50
+0.50
+2.50
±0.00
+2.50
-0.60tsk
±0.00
+2.50
±0.00
+2.50
+1.40
-0.60tsk
+4.87
+6.50
+6.00
+3.74
+3.56
+3.56
+7.25
+6.75
+7.25
+6.75
+7.20
+9.52
3
+9.62
+7.80
+10.85
+10.85
+10.85
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
YÖRESEL
TAŞ
KAPLAMA
KURŞUN KAPLAMA
+10.60
+10.08
KÜTAHYA
ÇİNİ
PANO
+4.42
+5.60
.
.
.
.
.
.
.
.
.
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. .
. .
. .
.
.
. . . .
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. .
. . .
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.
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.
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.
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(-
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0
)
(
-
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0
.0
0
)
Rev
etm
ent
Re
vet
me
nt
2:1
2:1
2:1
2:1
2:1
2:1
5:1
5:1
5:1
2:1
5:1
5:1
5:1
Tidal levels

CWW-(El-Salloum New Marina) Drawing.pdf

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