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Joint Hydrographic Re-Survey in the Straits of Malacca and Singapore The 5 th Hydrographic Survey Technical Working Group Meeting September 28 th , 2016 Aero Asahi Corporation 1

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Page 1: Joint Hydrographic Re-Survey in the Straits of Malacca … W 13.3 ANNEX D... · Joint Hydrographic Re-Survey in the Straits of Malacca and Singapore ... HYPACK, CAD, Arc-GIS Laptop

Joint Hydrographic Re-Survey in the Straits of Malacca and Singapore

The 5th Hydrographic Survey Technical Working Group Meeting

September 28th, 2016

Aero Asahi Corporation

1

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1. About Aero Asahi Corporation 2. Experiences of Hydrographic and Marine Survey in Foreign

Countries 3. Proposals for Project Implementation Plan

‒ Implementation Arrangement of the Project ‒ Plan of Work and Outline of Survey ‒ Tide Observation for Three years ‒ Tide Observation and Chart Datum ‒ Technical Approach - Installation of Equipment - ‒ Technical Approach - Equipment and Software - ‒ Technical Approach - Data Acquisition - ‒ Technical Approach - Data Processing - ‒ Technical Approach - Create Fair Sheet file - ‒ Formation of the Survey Team ‒ Personnel Assignment ‒ Type of ship used for sounding ‒ Suggestions

Contents of Presentation 2

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1. About Aero Asahi Corporation

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About Aero Asahi Corporation

Founded: July 20, 1955 Capital: JPY3,192.5 million (≒USD31 million )

Principal Shareholder: Toyota Motor Corporation Employees: 1,223 (As of July 2016)

Aero Asahi Corporation is one of the major leading company and have the most international experiences of hydrographic survey in JAPAN.

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1. Organization

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Aviation Business • Private Jet charter • Helicopter charter • Heliport Consulting • Training of Pilots and

Mechanics

Spatial Information Business • Hydrographic Survey • Oceanographic Survey • Airborne Bathymetric Lidar

Survey • Aerial and Land Survey

About Aero Asahi Corporation 5

2. Main Business

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2. Experiences of Hydrographic and Marine Survey

in Foreign Countries

Ver131216

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Experiences of Hydrographic and Marine Survey in Foreign Countries

7

Years Country Project Name 2013-2017 Cambodia Project for Productions of Integrated Digital Terrain Model and Electronic Navigational Chart

2013 Cambodia Develop a detailed plan of the Project for Production of Integrated Digital Terrain Model and ENC in and around the International Harbors and Trade Routes

2011 Vietnam Process of Electronic Navigational Chart Production and Management 2010- Indonesia Java-Sumatra Interconnection Transmission Line Project

2009-2010 Papua New Guinea Promotion of Development of Electronic Navigational Chart in PNG 2008-2009 Sri Lanka Promotion of Development of Electronic Navigational Chart in Sri Lanka

2008 Myanmar Bathymetric Survey at Yangon Port 2008 Philippines Enhancement of Hydrographic Capabilities for navigational Safety by Short-term expert 2005 Philippines Preparatory study for Enhancement of Hydrographic Capabilities for navigational Safety

2004 Mauritius Technical Assistance and Training on the Hydrographic Survey of Approach Channel for Newly Constructed Jetty

2002 Mauritius Engineering Consulting Services for Trial Hydrographic Survey of Port Luis Harbor by Short-term Expert 2001 Japan / S. Korea Pusan Landing Site Survey for APCN-2 2000 Japan / Russia Offshore Pipeline Route Survey for Pacific Ocean Route of Sakhalin to Japan Gas Pipeline 2000 Japan / Hong Kong NACS-Taiwan Spurs Route Survey 1999 Japan / Russia Offshore Pipeline Route Survey for Japan Sea Route of Sakhalin to Japan Gas Pipeline

1996-1997 Fiji Islands The Study on Watershed Management & Flood control for Four Major Viti Levu Rivers

1997 China Offshore Route Along the Chinese Waters for Marine Cable in the SEA-ME-WE3 Interconnection Project Linking South East Asia, Mediterranean and Western Europe

1996 Philippines The Submarine Cable System for Leyte-Bohol Interconnection Project 1996 Malaysia The Detailed Survey for Langkawi Submarine Cable Project

1995 Philippines The Furnishing & Installing Complete HVDC Submarine Cables under Leyte-Luzon HVDC Power Transmission Project(Detailed Survey)

1995-1999 Fiji Islands Preparation of Nautical Charts in the Northern Lau Islands Region

• 167 projects in 48 countries

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Philippines : 2005

Preparatory Study on Enhancement of Hydrographic Capabilities for Navigation

Promotion of Development of Electronic Navigation Chart in PNG

Papua New Guinea : 2009-2010

Promotion of Development of Electronic Navigation Chart in Sri Lanka

Sri Lanka : 2008-2009

Cambodia : 2013-2017

The Project for Productions of Integrated Digital Terrain Model and Electronic Navigation Chart in the Kingdom of Cambodia

Java-Sumatra Interconnection Transmission Line Project

Indonesia : 2010-

The Detailed Survey for LangKawi Submarine Cable Project

Malaysia : 1996

Myanmar : 2008

Bathymetric Survey at Yangon Port

8

Preparation of Nautical Charts in the Northern Lau Island Region

Fiji Islands : 1996-1997

Mauritius : 2002 Engineering Consulting Services For Trial Hydrographic Survey of Port Luis Harbor by Short-term Expert

Experiences of Hydrographic and Marine Survey in Foreign Countries

Vietnam : 2011

Process of Electronic Navigational Chart Production and Management

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3. Proposals for Project Implementation Plan

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Implementation Arrangement of the Project 10

Main Contact Network

Implementing agency A

A1:Indonesia Directorate General of

Sea Transportation(DGST)

Dinas Hidro-Oseanografi TNI Angkatan Laut(DISHIDROS)

A2:Malaysia Marine

Department Malaysia

National

Hydrographic Centre(NHC)

A3:Singapore Maritime and Port

Authority of Singapore(MPA)

Embassy of Japan in Indonesia Embassy of Japan in Malaysia Embassy of Japan in Singapore

Survey equipment company

Implementing agency B

Malacca Strait Council

Implementing agency C

Aero Asahi Corporation

Survey team

ASEAN Sec. JMT

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for Joint Hydrographic Re-Survey

in the Straits of Malacca and Singapore

11

Purpose of the Project : To carry out the hydrographic survey in TSS area of the

Straits of Malacca and Singapore less than 30m depth by Multi Beam Sounding.

Plan of Work and Outline of Survey

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Plan of Work 12

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

2017

2018

2019

2020

Digital Hydrographic Survey

Digital Hydrographic Survey

Data Analysis

Data Analysis

Tidal Observation

Singapore Strait South Malacca Strait

North Malacca Strait

Tidal Observation

W/S

Harmonization of ENC

PG/R

PG/R

IC/R

Digital Hydrographic Survey

Data Analysis

Tidal Observation PG/R

Central Malacca Strait

Implementation Committee

Q/C

Implementation Committee

Q/C

Q/C Implementation Committee

Final Report

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Outline of Survey (1)

1. Survey Methodology Multi Beam Sounding should be carried out as the following condition.

• Survey Ship: Charter an multi purpose ship (about 200tons) with tender boat (Survey team (4) ,Observers (1 or 2), Supervisor (2~3 infrequently)

• Sounding time: 8 hours / day (anchoring at near the sounding area)

• Working condition: 5 days sounding and 1day rest in principle

• Sounding speed: 5~6 knots in principle (less than WMO sea state 3)

• Swath angle: 140°

• Sounding Interval: about 100m (depending on the depth)

• Overlap ratio of adjoin footprint between sounding lines : 30%

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• Projection : UTM (Universal Transverse Mercator) Zone (47/48), Scale factor (0.9996), Central meridian (Center of Zone (47/48) * Geographical coordinate system : Based on WGS-84 * Ellipsoid : WGS84(a: 6378137.0m, f: 298.257222101) * Chart Datum : LAT (Lowest Astronomical Tide) * Vertical Datum : Based on the height of existing Benchmarks • Hydrographic Survey Standard : IHO Standard for Hydrographic Survey SP 44 5th Edition, February 2008, Order 1a • IHO Transfer Standard for Digital Hydrographic Data :(S-57) of IHO

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Outline of Survey (2)

2. Standardizations

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Tide Observation for Three years 15

First year : 2017 Second year : 2018 Third year : 2019

Permanent Tide Station

Horsburgh Lt (S), Sultan Shoal Lt (S) Raffles Lt (S), Tanah Merah (S)

Port Klang(JUPEM) Maritime Academy (M)

Kukup(JUPEM) Muar Marine Dept (M)

Temporally Tide Station

Nipah Island (I), Tolop Island (I) Mudah Selatan (M),

Sungai Rengit (M)

One Fathom Bank Lt (M)

Angler Resort Jetty (M)

Tanjung Gabang (M)

Tanjung Medang (I) Port Dickson (M)

Tanjung Labuh (M)

The details of observation dates will be decided in the Implementation Committee

The tidal data at each station should be provided by the Littoral States to the survey team.

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First year

Second year

Third year

Tide Observation and Chart Datum 16

• Comprehend the importance of tide observation to produce ENCs.

• Need close cooperation with the Littoral States for collecting tidal data.

• Ask the Littoral States to make us visit temporary tide stations with officials.

In the tidal corrections, the Zo zone divided into 1cm increment interpolated from the 10 cm standard zone shall be identified.

Chart Datum Level (CDL))=MSL-Z0

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Technical Approach - Installation of Equipment -

Example of Installation of Survey Equipment

High quality, low noise data can only be acquired by the rigid installation of Transducer/equipment onto the hull

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Equipment Description Specification Remarks

Multi Beam Echo Sounder SeaBatT20-P

Frequency : 200-400kHz Beam Width:1.0°×1.0°(400kHz)

Number of Beam :256 Swath angle :10~160°

Resolution:0.6cm

Hydrographic Survey

Single Beam

Echo Sounder PDR-1300 Frequency:200kHZ

Accuracy:±(0.03 + depth/100)m Hydrographic Survey

Inertial GPS System POS/MV SurfMaster

Position Accuracy Horizontal :<0.1m, Vertical:<0.2m

Movement and Position of survey vessel Azimuth Accuracy:0.08°(Baseline2m)

Heave:5%/5cm Roll/Pitch:0.04°

Surface Sound Velocity meter MicroX SV (AML)

SV Accuracy:±0.006m/s Depth Accuracy:±0.03%FS

SV correction

Each layer Sound Velocity meter MinosX SVP (AML)

SV Accuracy:±0.006m/s Depth Accuracy:±0.03%FS

SV/Sound Refraction correction

Data Acquisition and Processing Software

HYPACK, CAD, Arc-GIS Laptop Data Acquisition and

Processing

Non-prism laser rangefinder - - Measurements of nav - aids

Technical Approach - Equipment and Software -

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Digital Hydrographic Survey Data Acquisition System (DHSDAS)

19

Technical Approach - Data Acquisition -

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Setting various parameters for DHSDAS

• Accuracy of survey ship’s position is within 1m. • Sounding Accuracy is kept within 1a of S-44. • Data Acquisition time is the International Standard Time. • HYPACK SURVEY & HYSEEP Software are used of Data acquisition.

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Technical Approach - Data Acquisition -

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green:less th

an 10m

, blue:10-20m

, Pin

k:20-30m, R

ed:30-40m, brow

n: m

ore than

40m

* Carry out the MB sounding by round trip in the TSS of the one way route. Prior to the survey, We notify the each sounding area in advance and would like to request to issue Notice to Marinas & Navigation Warning to HOs

• Plan parallel sounding line along contour line • Measure of each layer’s Sound Velocity in

water by SVP meter • Acquire good S/N depth data in order to get

high quality depth • Synchronize output time between each

equipment -----------------------------------------------------------------

21

Technical Approach - Data Acquisition -

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Digital Hydrographic Survey Data Processing System (DHSDPS) 22

Technical Approach - Data Processing -

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Patch Correction

Survey

Raw Data

SV

Corr.

Patch Correction

Suevey

Raw Data

Corrected Survey

Data

23

Example 1 (Correction of tides, SV, pitch, roll, yaw, latency & Patch test)

Technical Approach - Data Processing -

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c) Area-based data processing

Filtering by“ 0.5 2 + (0.013 × 𝐝𝐞𝐩𝐭𝐡)2

a) line survey noise deletion data processing b) Comparison with adjacent sounding and cross line

Verification of overall depth data • Combine the "XYZ file" of each survey line file, • Create a "intermediate XYZ File" of the entire survey area • Create and "three-dimensional bird's-eye view DTM file“ & “1m Contour file“ • Examine unnatural depths relate to continuity and geomorphology of the adjacent

survey line on "1m Contour file" and "three-dimensional bird's-eye view DTM file“ • Examine the consistency by collating the existing charts

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Example 2 (process of noise reduction)

Technical Approach - Data Processing -

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Methodology of Creating fair sheet file and Selecting radius sorting

25

Technical Approach - Creating Fair Sheet file-

The Fair Sheet (file) is created by considering a suitable scale for ENC compilation in response to request of the littoral State as following method.

• To create "SOUNDG_5m" from "MBES sounding edit file“ • To create "SOUNDG" file of the density to describe the depth in

Fair sheet by using HYPACK sort function from "SOUNDG_5m“ • To create contour file "DEPCNT“ by TIN function of HYPACK from

"SOUNDG_5m in automatic processing. • To create a "SURVEY_AREA" from "SOUNDG_5m“ • Create Fair Sheet file (XYZ format) using "SOUNDG", "DEPCNT“,

"SURVEY_AREA" and Nav-Aid file • To create Data Processing Report in a series of data processing

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Formation of the Survey Team 26

Team Leader ・Mr. Kokuta Shoichi Sub-Leader ・Mr. Watanabe Toshiaki

Coordinator/ Assistant Hydrographer

Career of the team leader

40 years-experience of hydrographic survey in JHOD

Taking part in 3rd and 4th Four Nations Joint Hydrographic Survey Project in the SOMS(1972-1975)

Supervising Four Nations Hydrographic Re-Survey Project in the SOMS(1997-1998)

Hydrographic Survey/ General

・Mr. Kokuta Shoichi

Hydrographic Survey/ Data acquisition processing

Hydrographic Survey/ Data acquisition processing

Data processing 5 staffs in Japan

Hydrographic Survey/ Data acquisition processing ・Mr. Watanabe Toshiaki

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Personnel Assignment 27

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Type of ship used for sounding

<Image> General Built and flag : Singapore Year Built : 1995 Type of vessel : Work Boat Crew Capacity : 4 persons Surveyor : 8 persons Principal Dimension Capacities Length of Overall : 26.2 M Breadth : 7.6 M Depth : 3.5 M Gross Tonnage : 186.0 Tons Hull : Steel Performance Maximum Speed : 12 Knots

A tender boat for loading observers and hydrographers for transportation

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• Investigate variation/change of remarkable Sand Wave area by comparison with previous data of same SW area.

• Capture a soaring phenomenon of sand in digital and analog records at the top of Sand Wave terrain at the time of strong tidal current of Spring tide, and check the difference of them.

• Positioning measurement of Navigation buoys using non-prism laser from survey vessel in the survey area.

Suggestions 29

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Aero Asahi Corporation will

• Observe administrative requirements of the Littoral States

• Communicate frequently with observers

• Do strictly management of all acquired and processed data

Aero Asahi Corporation appreciate if the HSTWG meeting approves Aero Asahi Corporation as an appropriate survey company to be participated in this significant project.

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Thank you for your attention !