PART II CANAL AND LAKES (CHARACTERISTICS) CHAPTER VI CANAL AND LAKES CHARACTERISTICS

Similar documents
Notice to Mariner No. 213

IENC production at the Flemish Hydrography. HYDRO12, 15 th November 2012 Jasmine Dumollin

ROUTEING OF SHIPS, SHIP REPORTING AND RELATED MATTERS. New traffic separation schemes and two-way routes in Norra Kvarken

2. CHARTS. 2.1 Chart projections Mercator projections. Maps which are used for marine or aeronautical navigation are called charts.

M5/M24 NAVIGATION EXERCISES AUS 252 NAME:

Using a Pilot Laptop with the AIS pilot plug - observed errors and difficulties

Ship Manoeuvring in Shallow and Confined Water. Prof. Dr. Katrien Eloot Antwerp

National Maritime Center

NEW AND AMENDED TRAFFIC SEPARATION SCHEMES

BookletChart. St. Joseph and Benton Harbor NOAA Chart A reduced-scale NOAA nautical chart for small boaters

National Maritime Center

BookletChart. Sacramento River Andrus Island to Sacramento NOAA Chart A reduced-scale NOAA nautical chart for small boaters

RESOLUTION MSC.230(82) (adopted on 5 December 2006) ADOPTION OF AMENDMENTS TO THE EXISTING MANDATORY SHIP REPORTING SYSTEM "IN THE STOREBÆLT (GREAT

MARITIME SAFETY INFORMATION

BookletChart. Chesapeake Bay Pocomoke and Tangier Sounds NOAA Chart A reduced-scale NOAA nautical chart for small boaters

The Notices to Mariners (NMs) listed below apply to the latest edition of SC5621 (3rd Edition) published on 16 th July 2015.

COOK INLET NAVIGATION CHANNEL

MARITIME COMMUNICATIONS - VHF EXCHANGES

Universidad Nacional Experimental Marítima del Caribe Vicerrectorado Académico Cátedra de Idiomas Inglés VI. Ingeniería Marítima

The Notices to Mariners (NMs) listed below apply to the latest edition of SC5622 (3 rd Edition) published on 4 th January 2018.

Japan s Efforts to the Straits of Malacca and Singapore

NEWFOUNDLAND AND LABRADOR COAST List of Lights, Buoys and Fog Signals. Focal Height in m. above water. Nominal. Range WHITE BAY

STANDING NOTICE TO MARINERS

INFORMATION PAPER ON AIS AIDS TO NAVIGATION REPORT MESSAGES IN INLAND WATERWAYS

The Notices to Mariners (NMs) listed below apply to the latest edition of SC5612 (3rd Edition) published on 28 th July 2016.

NEW ZEALAND NOTICES TO MARINERS

How to Conduct a Bridge to Bridge Inspection

LIST OF CORRECTIONS. 107 Chart. Belgische Kust Edition February / December Updated up to and including NMs

Essentials of Navigation

SPECIFICATION FOR TOPOGRAPHIC AND HYDROGRAPHIC SURVEYS OF RECLAMATION AND DREDGING WORKS

16 Chart 1 - Symbols, Abbreviations, and Terms. Nautical Charts. John C. Kelly, 2003

Suveying Lectures for CE 498

Ufs. No Notices to Mariners, SWEDEN Swedish Maritime Administration.

Offshore Construction Management Services. Capability & Experience

Ufs. No Notices to Mariners, SWEDEN Swedish Maritime Administration.

EIA FOR EXPLORATION DRILLING WITHIN BLOCK ER236, OFFSHORE OF THE EAST COAST OF SOUTH AFRICA. Background Information Document. Purpose of this Document

FSRU READY FOR THE FUTURE?

INVENTORY FOR HARMONISED INLAND AIS APPLICATION SPECIFIC MESSAGES IN EUROPE

HYDROGRAPHIC SURVEY STANDARDS AND DELIVERABLES

PO Box 1879, 515 Tucker Ave. Friday Harbor, WA Phone: (360) Fax: (360)

MARINE PRIVATE MOORAGE APPLICATION REQUIREMENTS; EXAMPLE PLANS

SIMULATORS USES FOR TRAINING OF MERCHANT VESSELS OFFICERS

NEW ZEALAND NOTICES TO MARINERS

The Notices to Mariners (NMs) listed below apply to the latest edition of SC5600 (17 th Edition) published on 20th July 2017.

Countdown to your final Maths exam Part 6 (2017)

Notices to Mariners. OSTEND MARCH 13th 2014 NR. 06

Description of exam material for Inland waterways and locks

Survey Requirements. Design Guidelines and Standards. June Office of the University Architect

Sector Delaware Bay/District 5NR - Coast Guard Auxiliary Patrol Areas. Eastern Area

The benefits of LED technology in rotating marine beacons

Falmouth Bay Short Term Test Site for Marine Energy Converters

NEW ZEALAND NOTICES TO MARINERS

PETROLEUM ENGINEERING

Geometric Tolerances & Dimensioning

The Port Marine Safety Code a Harbour Masters Perspective!

SURVEYING 1 CE 215 CHAPTER -3-

Design & Communication Graphics Higher Level Sections B and C (180 marks)

How to define Graph in HDSME

EGYPTIAN HYDROGRAPHIC DEPARTMENT THE EGYPTIAN HYDROGRAPHIC FRAMEWORK

Updated: April 7, 2016

Cedar Bayou: Houston Ship Channel to U.S. Steel Dock

BookletChart. Intracoastal Waterway Grassy Key to Bahia Honda Key NOAA Chart A reduced-scale NOAA nautical chart for small boaters

Glulam Curved Members. Glulam Design. General Glulam Design. General Glulam Beams are Designed in the SAME Manner as Solid Sawn Beams

M.V.S.R. ENGINEERING COLLEGE, NADERGUL HYDERABAD B.E. I/IV I - Internal Examinations (November 2014)

ROUTEING OF SHIPS, SHIP REPORTING AND RELATED MATTERS. Establishment of a Mandatory Ship Reporting System in the

(a) Construct triangle ABC accurately, with AC = 10 cm and BC = 8 cm. The line AB has been drawn for you. [2]

AAPSilver System Performance Validation

Teach Yourself UG NX Step-by-Step

PASSIVE ACOUSTIC UNDERWATER NOISE MEASUREMENTS IN CONSTANTA PORT AREA

RESOLUTION MSC.229(82) (adopted on 5 December 2006) ADOPTION OF A NEW MANDATORY SHIP REPORTING SYSTEM "IN THE GALAPAGOS PARTICULARLY SENSITIVE SEA

Lesson 15: The Slope of a Non Vertical Line

GNSS in Maritime and Education in Egypt

Emerging Subsea Networks

Section 7 Specification 7.2 Painted Roadway Lines TABLE OF CONTENTS

T A B L E O F C O N T E N T S

New Trend of Japan on the Cooperative Mechanism. Maritime Bureau, MLIT-Japan September 22-23, 2014

RECOMMENDATION ITU-R M.825-3*, **

Hibernia oil production platform

Characteristics of Linear Relations

NEW ZEALAND NOTICES TO MARINERS

Summary... 1 Sample Data... 2 Data Input... 3 C Chart... 4 C Chart Report... 6 Analysis Summary... 7 Analysis Options... 8 Save Results...

Mounting Systems. Tilt Kit Installation Guide. Tilt Kit Installation Guide. Table of Contents

Trip Report Visit to Gambia

A Report On Tide Gauges In Singapore. 1 The Republic of Singapore is an island city-state situated at the southern tip of

Paper for Consideration by CSPCWG

LEVELING. Definitions

DRAFT LEGEND EDEN WESTWOOD LOCAL LANDSCAPE CONTEXT. Great Western Canal Towpath. Site boundary (Note 3)

MANDATORY SHIP REPORTING SYSTEMS

PHALCON 2000 Installation Guide

The Basics. HECRAS Basis Input. Geometry Data - the basics. Geometry Data. Flow Data. Perform Hydraulic Computations. Viewing the Output

ExpressTray. Steel Wire Basket Tray. Configuration Methods. B Connection of Straight Sections. A Quiklok Tray Connections at Record Speed

You identified, analyzed, and graphed quadratic functions. (Lesson 1 5) Analyze and graph equations of parabolas. Write equations of parabolas.

No MARCH 2014 UNITED STATES OF AMERICA. Contents

Radio Log Book. for Canadian Flag Vessels. 1 Master s Signature. Transports Canada. Transport Canada TP 13926E MARINE SAFETY

Maritime Zones Act, No. 15 of 1994

Communications. S e c t i o n

CONTENTS. INTRODUCTION 1 INTRODUCTION TO GPSPlus 3

TECHNICAL DATA SHEET FOR Single Mode Optical Fibre Cable Direct Burial Application

A General Procedure (Solids of Revolution) Some Useful Area Formulas

Western Region enavigation Sub- Committee Report

Transcription:

PART II CANAL AND LAKES (CHARACTERISTICS) CHAPTER VI CANAL AND LAKES CHARACTERISTICS Art. 79- Canal and Approaches: A- THE NAVIGABLE CHANNEL: (1) North Approach Channel (Port Said) : (1.1) East: a) From outer pair of light buoys (East Branch) at Hm. 215 to buoys at Hm. 94.90 where it joins the west approach channel. b) From buoys at Hm 94.90 to buoys at Hm 0.00 E C) The Light beacons at Hm 2.738 E (1.2) West: a) From buoys at Hm 94.90 to buoys at Hm 21.50. b) Port Said Port from Hm 21.50 to Km 3.700. c) Port Said Lighthouse at Hm 0.00 d) Distance from Fairway buoys to Port Said Lighthouse is 11.040 Km ( Bearing 017 degree ). (2) Main Channel: a) From buoys at Hm 0.00 E to Ismailia Station at Km 73.133. b) From Ismailia Station at Km 76.133 to Port Tawfiq Station at Km 160.680. c) From Port Tawfiq Station at Km 160.680 to Km 162.250(Hm 0.00). (3) West Branches: a) Port Said Branch from Km 3.700 to Km 17.000.

b) Ballah Branch from Km 51.477 to Km 60.333. c) Timsah Branch from Km 76.950 to Km 81.000. d) Deversior Branch from Km 95.000 to Km 101.050. e) Kabret and Lakes Branch from Km 101.050 to Km 122.100. (4) South Approach Channel: a) From Port Tewfik Km. 162.250 (Hm.000) to the outer pairof buoys Hm. 80.500. b) Conry Rock-mark at Lat. 29 degree 48'.11 & Long 32 degree 34'.22 E. C) New Port Rock (Zenobia) framework at 29 degree 53'.11 N & Long 32 degree 33'.08 E. d) Buoyage of Port of Suez: Position of Green Island Light at 29 degree 54'.59 N & Long 32 degree 31'.80 E. B- CHARACTERISTICS OF THE NAVIGABLE CHANNEL: (1) North approaches: a) Port Said East Approach Channel from Hm. 215 to Km. 0.00: 1- Depth of water... 23.50 m. 2- Navigational Channel width measured at 23.50 m. depth : Hm. 215.00 300 m. Hm. 195.00 285 m. Hm. 80.00 E 205 m. Hm. 0.000 E 150 m. Hm. 215 745 m. 3- Distance between buoys at : Hm. 195 745 m. 4- Side Slopes: Hm. 80 400 m. Designed side slopes, ranging from 4/1 near shore to about 50/1 in the offshore part. b ) Port Said West Approach Channel from Hm. 95.00 to Port Said : 1-Depth of water..... 16.50 m. 2- Navigational Channel width measured at 16.50 m. depth : Hm. 80.00 190 m.

Hm. 21.50 150 m. 3- Distance between buoys at : ( 2 ) Canal Cross Sections: Hm. 80.00 520 m. Hm. 21.50 208 m. a ) The Canal cross sections are trapezoidal in shape, having side slopes of 4/1 in the northern part, up to Km. 61.00 and 3/1 in the southern part. Toussoum Zone is the only place where the Western slopes are ranging from 2.5/1to 3/1 b ) Main dimensions of cross sections all through the Canal are mentioned in the following tables and drawings. c ) Both sides of the Canal are provided with mooring bollards, the distance between bollards, at east 125m and at west 75 m. ( 3 ) South Approach from Hm. 0.00 (Km. 162.250 ) to Hm. 80.50 : a )Depth of water... 23.50 m. b ) Navigational Channel width measured at 23.50 depth is 265.00 m. c) Distance between buoys at 11.00 m depth is 340.00 m. d ) Side slopes 3/1. ( 4 ) Signal Stations : No. Name of Station Kilometric indication 1 Port Fouad ( Al Gona )- East Km. 2.854 E 2 Al Raswa-West Km. 3.757 3 Ras Al Ish-West 14.304 Km. Ras Al Ish-East 12.800 E 4 El Tina Km. 24.775 5 El Cap Km. 35.420 6 Kantara Km. 45.130 7 Ballah West & East Km. 54.770 8 Ferdan Km. 64.894 9 Ismailia Km. 76.133 10 Toussoum Km. 86.787 11 Deversoir West & East Km. 97.778 12 Kabrit West & East Km. 120.827 13 Gineifa Km. 133.959 14 Shallufa Km. 146.133 15 Port Taufiq Km. 160.680

C - DEPTH AND WIDTH OF DIFFERENT PARTS OF THE CANAL: 1- Main Canal and Bitter Lake East Channel. TABLE NO. 6 / 1 Kilometric Designation of Different Theoretical Width of Remarks Position parts of the Canal Depth Canal at 19 m. Depth From Km. To Km. Meters Meters 0.000 E 2.800 E* Junction 22.50 170-135 East Port Said Branch 2.800 E 15.190 E Straight line 22.50 135 East Port Said Branch 15.190 E 15.540 E Junction 22.50 Variable East Port Said Branch 15.540 E 18.980 Southern entrance to Port Said by-passes 22.50 Variable 18.980 30.430 Straight line 22.50 145 30.430 32.350 Northern approach to encoche ( siding ) 22.50 145-222 32.350 32.950 East encoche of Km. 32(siding of Km32) 22.50 222 32.950 35.110 Southern approach to encoche ( siding ) 22.50 222-135 35.110 49.512 Straight line 22.50 135 49.512 51.449 E Northern approach to Ballah Loop 22.50 Variable 51.449 E 51.785 E Curve of Km. 51 East 22.5 135 51.785 E 59.895 E Straight line 22.50 135

59.895 E 61.321 Curve of Km. 61 22.50 Variable 61.321 63.419 Curve of Km. 61 22.50 Variable 63.419 64.514 Approach to curve 22.50 177.37-150 64.514 71.164 Straight line 22.50 150 71.164 71.964 Approach to curve 22.50 150-170 71.964 75.311 " S " Curves 22.50 170 75.311 76.033 Straight line 22.50 170 76.033 76.578 Approach to curve 22.50 Variable East timsah By - Pass 76.578 79.096 E Curve of Timsah 22.50 170 East timsah By - Pass 79.096 E 80.919 Siding of Km. 80 (East) 22.50 Variable East timsah By - Pass 80.919 82.576 Curve of Timsah 22.50 170 East timsah By - Pass 82.576 85.027 Straight line 22.50 170 85.027 87.414 Curve of Km. 85 22.50 170 87.414 88.814 Approach to Curve 22.50 170-140 88.814 92.950 Straight line 22.50 140 92.950 93.050 Junction to Syphons zone 22.50 140-185 93.050 93.446 Syphons Zone 22.50 185 93.446 95.000 Junction to Deversoir by-pass 22.50 Variable 95.000 95.250 Junction to East Branch 22.50 225.55-197.99Deversoir East branch 95.250 96.000 Junction to East Branch 22.50 197.99-135 Deversoir East branch 96.000 99.000 Straight line 22.50 135 Deversoir East branch

99.000 102.600 Straight line 22.00 135 Deversoir East branch 102.600 105.250 Curve 21.50 variable Bitter Lakes East Channel 105.250 112.860 Main Channel ( straight line ) 21.50 346 Bitter Lakes East Channel 112.860 114.200 Junction 21.50 variable Bitter Lakes East Channel 114.200 114.957 Junction with Kabrit-Loop 22.00 Variable Bitter Lakes East Channel 114.957 115.320 Junction 22.00 From Approx. Kabrit Loop East Channel 115.320 118.000 Straight line 22.50 140 Kabrit Loop East Channel 118.00 121.800 Straight line 22.50 140 Kabrit Loop East Channel 121.800E 122.100 Junction 22.50 140-150 Kabrit Loop East Channel 122.100 122.500 Approach to curve 22.50 Variable 122.500 125.507 Curve of Km. 122 22.50 Variable 125.507 128.899 Straight Line 22.50 155 128.899 129.499 Approach to curve 22.50 155-165 129.499 131.975 Curve of Km. 130 22.50 165 131.975 133.175 Approach to curve 22.50 165-135 133.175 144.714 Straight line 22.50 135 144.714 147.146 siding of Km.146 22.50 Variable 147.146 149.400 Straight line 22.50 135 149.400 150.000 Straight line 25.00 145 149.500 153.524 Straight line 25.00 145 153.524 154.724 Approach to curve 25.00 145-175

154.724 155.724 Curve of Km. 154 25.00 175 155.724 156.274 Straight line 25.00 175 156.274 159.998 Curve of Km. 157 25.00 175 159.998 161.050 Straight line 25.00 175 161.050 162.250 Southern approach of the Canal25.00 175-336 2- Canal West Branches and Bitter Lake West Channel. TABLE NO. 6 / 2 Kilometric Designation of Different Theoretical Width of canal Remarks Position parts of the Canal Depth at 14 m. Depth For West Branches. From km. To km Meters Meters Hm 21.50 0.000 Approach to Port 15.50 Variable 0.000 1.450 Basin 15.50 port 1.450 3.650 Basins For Coal & Fuel oil vessels 15.50 port 3.650 3.729 Junction (0) 15.50 Variable 3.729 4.890 Junction (1) 15.50 Variable Port Said West Branch 4.890 6.000 Junction (2) 15.50 Variable Port Said West Branch 6.000 16.450 Straight line 15.50 201 Port Said West Branch

16.480 16.480 Straight line Approach to Garage 15.50-23.00 201 Port Said West Branch 16.480 17.000 Garage Km. 17.000 23.00 201 51.490 52.040 Garage Km. 51.500 23.00 146 52.040 52.054 Straight line 23.00-17.00 146 West Branch Ballah Loop 52.054 53.298 Curve Km. 53 17.00 Variable West Branch Ballah Loop 53.298 54.098 Approach to curve 17.00 160.64-146 West Branch Ballah Loop 54.098 56.398 Straight line 17.00 146 West Branch Ballah Loop 56.398 56.871 Approach to curve Km. 57 17.00 146-157.82 West Branch Ballah Loop 56.871 58.797 Curve of Km. 57 17.00 Variable West Branch Ballah Loop 58.797 59.269 Approach to curve 17.00 157.82 146 West Branch Ballah Loop 59.269 59.900 Straight line 17.00 146 West Branch Ballah Loop 59.900 60.308 Garage Km.60.000) 21.00 146 West Branch Ballah Loop 76.033 77.371 Curve ( Centre on West Bank ) 15.50 129.60-172.65 West Branch Timsah Lake 77.371 77.672 Junction 15.50 172.65-226.22 West Branch Timsah Lake 77.672 77.912 Junction 15.50 226.22-291.64 West Branch Timsah Lake 77.912 79.776 Curve of Like Timsah ( centre on East Bank ) 15.50 Variable West Branch Timsah Lake 79.766 79.950 Straight line 19.00 142 West Branch Timsah Lake 79.950 81.000 Garage Km Km.80.00 19.00 142 West Branch Timsah Lake 95.000 95.500 Garage Km Km.95.00 18.00 177 Deversoir West Branch

95.500 100.262 Straight line 15.00 177 Deversoir West Branch 100.262 101.050 Junction 14.50 177-412 Deversoir West Branch 101.050 103.759 Straight line 14.50 412 Bitter Lake West Channel 103.759 104.291 Junction 14.50 412-232 Bitter Lake West Channel 104.291 114.200 West Channel 14.50 232 Bitter Lake West Channel 114.200 115.603 Junction 15.00 Variable Kabrit Loop West Branch 115.603 122.100 Straight line 15.00 152 Kabrit Loop West Branch

D - Bends in the Canal : The bends in the navigable channel have the following characteristics: (1)Minimum of Radius of navigation line at inner 11.00m=4000 meters at outer 11.00m =5000 meters (2)At the ends of two bends, there is usually a funnel made to allow increasing the width of the channel from the width of the straight part to the width of the curves, (At 11.00 meters depth). (3)Location of beginning and end of each bend are included in the following table: TABLE NO. 7 Canal Bends Kilometric indication of beginning point Kilometric indication of end point Width at - 11.00 m* Km. 51 Km. 49.778 Km. 51.414 215-170 Km. 49.512 Km. 51.785 E 215 Km. 53 Km. 52.054 Km. 53.512 170-201 Km. 57 Km. 56.871 Km. 58.797 170-226 Km. 61 Km. 60.308 Km. 63.314 170-239 Km. 61.321 E Km. 63.419 215-237 S' curves Km. 71.964 Km. 75.311 230 Timsah curves Km. 76.578 Km. 81.692 E 230 Km. 85 Km. 85.027 Km. 87.414 230 Km. 103 Km. 102.6 Km. 105.25 195-406 Km. 122 Km. 122.1 Km. 125.507 210-215 Km. 122.449 Km. 125.497 389-215 Km. 130 Km. 129.499 Km. 131.975 225 Km. 146 Km. 145.313 Km. 146.512 245-248 Km. 154 Km. 154.724 Km. 155.724 235 Km. 157 Km. 156.274 Km. 159.998 235 Note: At the approaches of the by-passes, bends are made with radius more than 5000 meters. - 11.00m is the Suez Canal reference level from chart datum. E BY-PASSES: (1)Port Said By-Pass (See Drawing 1, 2, 3 and 4): A by-pass is dredged East of Port Fouad starting at Km. 17.00 and extending straight to join the existing Port Said roadstead at Hm., 94.90 and continuing till Hm. 215 This channel (By-pass) is used for the exit of Northbound ships, the entry of VLCC's and ULCC's in ballast, 5th, 4th and 3rd generation containerships, LASH over 35.000 SC.G.T.,L.P.G., L.N.G. Tankers and Vessels with draught over 42 feet coming from North.

Characteristics and Dimensions: The kilometric marks are followed by letter "E" to distinguish them from those of the West branch.the part from Km. 2.800 E to Km. 15.190 E ) width ( at 21.00 meters depth ) of 135 meters with side slopes 4/1. And design depth 22.50 meters. It is fitted with bollards on the Western side. The trasition zone from Km. 2.800E to Hm 0.000 E. The seaward part ( from Km. 0.000 E to Hm. 94.900 E ) with width ( at 23.20 meters depth ) ranging from 150 meters at Km. 0.000 E to 205 meters at Hm. 80.00 E with natural side slopes ranges from ( 4/1-30/1). Two revolving light beacons on each bank, to indicate the entrance of Canal from East Approach channel at Km. 2.738 E. (2) Ballah Loop ( See Drawing No. 8) : Between Km. 51.449 E and 59.942 E the Canal is doubled. The zone comprising the 2 branches of the Canal limited by the North and South ends where the 2 branches meet, is called " Ballah Loop ". Characteristics and Dimensions: In the East Branch the kilometric marks are followed by letter "E". The length of the East Branch is 8.493 Km. The width of straight part of the East Branch at 21.00 meters depth is 135 meters. The width of straight part of the Wast Branch at 14.00 meters depth is 146 meters. West Branch East Branch Kilometric marking of North end 51.477 51.449 E Kilometric marking of South end 60.333 59.942 E Slope of Bank 4/1. In the West branch, 16 mooring berths are situated on the Eastern bank and numbered South to North. (3)Timsah By-Pass (See Drawing No. 10) Between Km. 76.578 and Km 81.692 E. Characteristics and Dimensions: The kilometric marks are followed by letter" E". Length: 5.114 Km.

Main Width: 170 meters at a depth of 21 meters. Slope: The side slope is 3/1. The radius of its axis 4885 meters The by-pass is used by North and Southbound vessels. (4)Deversoir By-Pass (See Drawing No. 12) The by-pass is the eastern channel of the doubled part at Deversoir zone. This branch begins at Km. 95.000 and joins the main East channel in the G.B.L. at Km. 104.291. This branch is used by Northbound vessels. Dimensions: Length : 9.291Km. Width : 135 meters at 21 meters depth. ( straight line part ) Depths: 22.50 meters from Km. 95.000 to Km. 102.600. Side Slope: 3/1. 22.00 meters from Km. 99.000 to Km. 102.600. 21.50 meters from Km. 102.600 to Km. 104.291. (5)Kabrit By-Pass ( See Drawing No. 14and No. 15 ) The By-Pass is eastern channel of the doubled part at Kabret zone. iit begins at Km. 114.957 and ends at Km. 122.100. Dimensions: Length : 7.143 Km. Width : 140 meters at 21 m. depth. ( straight line part ) Side Slope: 3/1. Change of bearing at Km. 118.000. The by-pass is separated from west branch by a submerged island at. The width of the island approximately varies between 200 meters in the North and 66 meters in the South. Some mooring bollards have been installed on the submerged island to be used in case of emergency. The two extremities of the submerged island are marked at Km.115.025 and 122.150 by a light buoy painted horizontally Black and Yellow and showing a flashing White light. The by-pass (East channel) is used by Northbound vessels. Southbound vessels use the West channel.