SlideShare a Scribd company logo
1 of 15
Download to read offline
(Methods of Shore Observations for
Horizontal position Fixing)
Student Name: Copyright
Class: 4th
Stage
Course Title: Hydrographic Surveying
Department: Geomatics (Surveying) Engineering
College of Engineering
Salahaddin University-Erbil
Academic Year 2019-2020
1
Abstract
This report is about the methods of observations of shore for fixing the horizontal
control position, I will try to explain the hydrographic engineering science within its
advantages and applications and the most common methods that used in hydrography
briefly.
We knew that the depths of the water bodies at various points and will be changed
and unstable so Depths are determined by making sounding which is determining the
depth of water from stationary boat and the positions of sounding can be determined
either from boat from shore or both of them.
If we want to make a survey Project or let's say if a surveyor wants to make a survey
project for hydrographic surveying and an observation for this project so he needs
andequipmentmany techniques many toolssmany processes many preparation
So For establishing horizontal control and vertical control points ,we have many
methods either offshore or onshore or both I mean from boat or from shore or both
consequently I wrote a report about this important t subject and In this report I
mention all methods and explain the three applicable and usage methods that have
been used in hydrographic surveying and also mention which method is good or
better than the other and advantages and disadvantages of these methods .At the end
my aim for preparing this report is to show the importance of hydrographic surveying
and how these methods can be used and all requires and need for these methods and
also mention all steps, all equations that must be used for these methods.
Finally most important point I should mention it is co-ordinate system or finding the
coordinates .the surveyor deals with the coordinates, so we make all these processes,
learning all methods, equations, formulas, steps, establishing control points, all above
just for one purpose which is finding the or calculating coordinate, and the most
important thing in coordinate is accuracy, avoiding from errors and uncertainty.
2
Table of contents
Contents page
Abstract.......................................................................................................................... 1
Table of contents ........................................................................................................... 2
Chapter one - Introduction ............................................................................................ 3
1.1.Overview of Hydrographic surveying.................................................................. 3
1.2. Methods of locating Sounding are ...................................................................... 4
Chapter two- Background and Review ......................................................................... 5
Chapter Three- Methods................................................................................................ 6
3.1.method of transit & stadia (tacheometer(............................................................. 7
3. 2.Method of range and one angle:.......................................................................... 9
3.3.Method of two angles from the shore ................................................................10
Chapter Four- Conclusion ...........................................................................................13
Chapter Five- References ............................................................................................14
3
Chapter one - Introduction
1.1. Overview of Hydrographic surveying:
Hydrographic surveying (also known as a bathymetric survey) is one of the oldest
forms of marine research, and comprises a process of collecting depth information
that can be used in developing and maintaining nautical charts. In essence, a
hydrographic survey collects depth, position and time data, which can be used to
create a model of the seabed so Hydrography is Branch of science that deals with the
measurement of bodies of water and Deals with the physical features of the navigable
portion of the earthโ€™s surface and adjoining coastal areas and Sounding measurement
of depth below the water surface. The method starts by locating special control points
along the shore line. The sounding method is employed to determine the depth at
various points by means of stationary boats. Sounding locations can be either made
from boat to the control points or by fixing a point in the boat and taking sounding
from the control point. Before this procedure certain preliminary steps have to be
made:
1. Reconnaissance
2. Locate Horizontal Control
3. Locate vertical Control
Mainly we have horizontal fixing positions and vertical fixing positions So the
methods of observations from the shore for horizontal position fixing are:
1. Method of transit and stadia (tachometer).
2. Method of Range and one angle.
3. Method of two angles from the shore.
4
As I mentioned we have horizontal fixing positions and vertical fixing positions for
the horizontal fixing positions there are many methods of locating the soundings
1.2. Methods of locating Sounding are:
1.2.1. From the shore:
A. Location by Cross-Rope.
B. Location by two angles from the shore.
C. Location by Range and One angle. From the shore.
1.2. 2.From the boat:
A. Location by two angle from the boat.
B. Location by Range and One angle from the boat.
1.2.3. From both (the shore and the boat):
A. Location by One angle from the shore and from the boat.
B. Location by Range and Time Intervals of the boat.
C. Location by Intersecting Ranges.
D .Location by Tachometric Observations.
5
Chapter two- Background and Review
On the day Hydrographic surveying is getting increasingly advanced. In the past,
measurements had to be taken by hand โ€“ dropping lines into the water and bringing
back spot results. Now, specialized water vessels with sonar equipment on board are
most commonly used, and in some cases low-flying aircraft are also used. The size of
the vessel depends on the size of the area being surveyed, as well as the depth of the
water โ€“ for deep ocean surveys a large ship is often used, whereas areas closer to the
shore may even use inflatable rafts. In my particular case, we were on board a boat.
On board we had access to two types of sonar equipment โ€“ sides can and multiband
sonar. Combined, these two forms of sonar (an acronym for sound navigation
ranging), provide a detailed look at the surface below the water. Sonar works by
sending sound waves to the bottom of the ocean floor and bouncing them back up to
the vessel. The echo of that sound wave is then measured to give a depth in that
particular area. A huge amount of measurements need to be taken โ€“ so itโ€™s no easy
task! Several scans are taken per square foot, so it can take several days or even
weeks to cover a significant area.
6
Chapter Three- Methods
As I mentioned above that we have horizontal control and vertical control position so
Locating Horizontal Control for hydrography is often based on preexisting geodetic
control. When it is unavailable or insufficient the hydrographic surveyor must
establish his own horizontal control network or supplemental control stations. The
accuracy requirements for horizontal control for hydrography are not as strict as those
for land surveys. The IHO (Special Publication No. 44) suggests some minimum
accuracy standards and gives some general specifications in order to achieve these
standards.so control is necessary to locate all features of the land and marine in true
relative positions. Hence a series of lines whose lengths and azimuths are determined
by means of either triangulation or any other methods.
Let's Have Quick look for these figures which are a principal of work for
Hydrographic Surveying in General:
Figure1: hydrographic surveying Figure 2: hydrographic surveying
7
There are three methods from shore so let's mention and explain them briefly:
3.1. Method of transit & stadia (tachometer):
Tachometer is the optical instrument for level the stadia measurement memes
distance measurement.
Location by Tachometric Observations Method is very much useful in smooth
waters. Position of the boat is located by tachometric observations from the shore on
a staff kept vertically on the boat. Observing the staff intercepts at the instant the
sounding is taken, the horizontal distance between the instrument stations and the
boat is calculated by : Direction of the boat (P) is established by observing the angle
(ฮฑ) at the instrument station (B) with reference to any prominent object so this
method This method is very much usable in smooth waters Position of the boat is
located by tachometric observations from the shore on a staff kept vertically on the
boat Observing the staff intercepts at the instant the sounding is Taken the horizontal
distance between the instruments stations and the boat is calculated by Direction of
the boat( p) is established by observing the angle a the instrument station (B) with a
reference to any prominent object (A).
The equation and figure are shown below:
๐ด๐‘๐‘ 1 = ๐ด๐‘ ๐ด๐ต + 90โ€ฆโ€ฆโ€ฆโ€ฆ (1)
๐ธ ๐‘Ž1 = ๐‘†1 + ๐‘ ๐‘–๐‘›๐ด๐‘๐‘†1โ€ฆโ€ฆโ€ฆโ€ฆ (2)
8
Figure 3: Stadia Method
This method has many Advantages which are:*
Easy to use.-
Accuracy depends on the distance.-
Not expensive.-
Is simple-
Used to find direction.-
Not need much time.-
Also this method has many Disadvantages which are:*
-It is a difficult method because of movement of the boat.(and to solve this we use the
flot rope which is the easiest way to elimuminate errors).-
It is not used for Long Distance more than 200m.-
9
3. 2.Method of range and one angle:
In this method, boat is kept in range line with the help of two signals on the shore.
The boat is moved and the point where sounding is measuring is observed by the
theodolite or sextant and angle is noted. Using this angle, we can fix the point in the
range.
Likewise, all other soundings are observed from different stations. The angle should
be more than 30 degrees otherwise fix should be poor.so, whenever the angle is less
than 30o
, new instrument station is selected. This method is so accurate and easy for
plotting the sounding details, and its formula with its figure are shown below:
tanฮฑ1 =
S1
d
โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ (3)
S1 = d. tanฮฑ1โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ (4)
Na1 = NA + S1โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ (5)
Ea1 = EA + S1โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ. (6)
Figure 4: Range and one Angle Method
10
*This method has many Advantages which are:
Easy to do.-
More accurate and pricise than previous method.-
Used for long range.-
But also has disadvantages that are:*
It is difficult to design.-
More Advanced.-
-More time needed.
Many angles are required.-
Needs many calculations.-
3.3. Method of two angles from the shore:
In this method, two instrument stations are fixed on the shore with proper distance.
Two instruments and two instrument men are required to do this job. From the two
instrument stations, angular observations are made and a point is located where
sounding is measured.
then new instrument station is)0
30(ent is less thanIf the angle made by instrum
selected. In this case, primary setting out and erecting range signals are eliminated.
This method is useful when water currents are strong and difficult to row the boat
along range line so
Location by two angles from the shore is a point is fixed independent of the range by
angular observations from two points on the shore. Used to locate some isolated
points. Two instruments & two surveyor are required & instrument is selected with
accuracy. If (A & B) are two instrument station and( โ€˜dโ€™) is measured accurately.
Instrument stations A and B are precisely connected to the ground and their positions
on plan are known.
11
Methods of Locating Sounding to the ground and their positions on plan are known.
Surveyor on the boat holds a flag for a few seconds, and on the fall of the flag the
sounding and the angles are observed Simultaneously. co-ordinates of the position (P)
method is used when it isthisof the sounding may be computed from the relations
sible to keep the sounding boat on a fixed range line. The method requires twonot pos
on the shore)A and B(theodolites. The instruments are set up at two known stations
, whose location is required, horizontal angles)P1(the sounding boat is atline. When
.The time at which the sounding is)ฮฑ1 and ฮฑ2(th the instruments measured asat bo
-.The cois also measured)and BA(betweentaken should be noted. The distance d
tan ฮฑ1+ tan/ (=d tan ฮฑ2relationsmay be computed from the)P1(pointordinates of
:its formula and figure shown below.tan ฮฑ1+ tan ฮฑ2)/ (ฮฑ1.tan ฮฑ2=d tan) yฮฑ2
โˆ†๐‘‹ =
๐‘‘.๐‘ก๐‘Ž๐‘›๐›ผ2
๐‘ก๐‘Ž๐‘›๐›ผ1+๐‘ก๐‘Ž๐‘›๐›ผ2
โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ (7)
โˆ†๐‘Œ =
๐‘‘.๐‘ก๐‘Ž๐‘›๐›ผ1+๐‘ก๐‘Ž๐‘›๐›ผ2
๐‘ก๐‘Ž๐‘›๐›ผ1+๐‘ก๐‘Ž๐‘›๐›ผ2
โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ. (8)
Figure 5: Range and Tow Angle Method
12
This Method has the following advantages:*
- Preliminary work of setting out and erecting range signals is eliminated.
- Suitable for strong current of water due to which it is difficult to row the boat a1on
the range line
Flexibility in distrbution from shore control points.-
Flexible for the positions that have high relief.-
Also it has many disadvantages which are:*
-because we have 2 angle measurement so more error may occurs.
It is difficult to read some Angles one moment.-
Needs more time.-
Needs more practicable staff.-
-It needs pre-designed work which means it is difficult to get the same angle as
designed.
We have to avoid more observations in hydro to get more accurate results.-
13
Chapter Four- Conclusion
Hydrographic surveying is an important part or important science in our life we
mentioned that and we saw that horizontal and vertical fixing positions are the most
important things in this science Consequently i talked and explained one of these
methods , So nowadays we need this important science with all its methods,
processes, and all components and contents of it As I told the most important thing
for Surveyor is (coordinates system) and we can get these coordinate system which
is( Easting and northing and elevation)(E,N,Elevation) via many methods within
many conditions and situations and as I explained the methods from the shore that
have been used in hydrographic surveying to calculate (E,N) and each method will be
used within a specific condition and satiation I mean depends on its situation and
circumstances and under many conditions.
The method of Horizontal Fixed Position from the shore by using this method we
can make surveying and observation and fixing the positions and then using them as
the control points in order to get coordinates So the three above methods have
advantages and disadvantages and i explained them briefly.
14
Chapter Five- References
1. https://www.slideshare.net/gokulsaud/hydrographic-survey-for-std-not-print
2. https://slideplayer.com/slide/12744517/
3. http://stream1.cmatc.cn/pub/comet/MarineMeteorologyOceans/IntroductiontoHydrography/
comet/oceans/hydrography/references.htm
4. https://theconstructor.org/surveying/methods-locating-sounding-hydrographic-
surveying/19976/#:~:text=By%20Range%20and%20One%20Angle%20from%20the%20Sh
ore,the%20point%20in%20the%20range.
5. https://pdfs.semanticscholar.org/c4ae/b558db7ea7a7017bb07558c336ab580b1fdc.pdf
6. https://pdfs.semanticscholar.org/c4ae/b558db7ea7a7017bb07558c336ab580b1fdc.pdf
7. https://theconstructor.org/surveying/hydrographic-surveying-methods-uses/13838/

More Related Content

What's hot

Hydrographic Surveying
Hydrographic SurveyingHydrographic Surveying
Hydrographic SurveyingAmira Abdallah
ย 
chapter19. Terrestrial and Close-Range Photogrammetry.pdf
chapter19. Terrestrial and Close-Range Photogrammetry.pdfchapter19. Terrestrial and Close-Range Photogrammetry.pdf
chapter19. Terrestrial and Close-Range Photogrammetry.pdfssuser3f7a17
ย 
Hydrographic survey for std not print
Hydrographic survey for std not printHydrographic survey for std not print
Hydrographic survey for std not printGokul Saud
ย 
Hydrographics surveying
Hydrographics surveyingHydrographics surveying
Hydrographics surveyingMir Zafarullah
ย 
Sidescan sonar (nio)
Sidescan sonar (nio)Sidescan sonar (nio)
Sidescan sonar (nio)Sabna Thilakan
ย 
PURPOSE OF HYDROGRAPHIC SURVEYINGical seminar
PURPOSE OF HYDROGRAPHICSURVEYINGical seminarPURPOSE OF HYDROGRAPHICSURVEYINGical seminar
PURPOSE OF HYDROGRAPHIC SURVEYINGical seminarAjitha Aji
ย 
Geodesy - Definition, Types, Uses and Applications
Geodesy - Definition, Types, Uses and ApplicationsGeodesy - Definition, Types, Uses and Applications
Geodesy - Definition, Types, Uses and ApplicationsAhmed Nassar
ย 
Photogrammetry 1.
Photogrammetry 1.Photogrammetry 1.
Photogrammetry 1.Naveen Kumar
ย 
Hydrographicsurveying
HydrographicsurveyingHydrographicsurveying
Hydrographicsurveyingpradeep tiwari
ย 
Projection
ProjectionProjection
ProjectionSUPARNA DEY
ย 
Topic stereoscopy, Parallax, Relief displacement
Topic  stereoscopy, Parallax, Relief displacementTopic  stereoscopy, Parallax, Relief displacement
Topic stereoscopy, Parallax, Relief displacementsrinivas2036
ย 
Lecture 7 setero parllax
Lecture 7  setero parllaxLecture 7  setero parllax
Lecture 7 setero parllaxSarhat Adam
ย 
Geometry and types of aerial photographs
Geometry and types of aerial photographsGeometry and types of aerial photographs
Geometry and types of aerial photographsPooja Kumari
ย 
Lecture01: Introduction to Photogrammetry
Lecture01: Introduction to PhotogrammetryLecture01: Introduction to Photogrammetry
Lecture01: Introduction to PhotogrammetrySarhat Adam
ย 
Traverse Survey Part 1/2
Traverse Survey Part 1/2Traverse Survey Part 1/2
Traverse Survey Part 1/2Muhammad Zubair
ย 
Lecture 08 tilted photograph
Lecture 08  tilted photographLecture 08  tilted photograph
Lecture 08 tilted photographSarhat Adam
ย 
Stereoscopic Parallax
Stereoscopic ParallaxStereoscopic Parallax
Stereoscopic ParallaxSiva Subramanian M
ย 
Aerial photography
Aerial photographyAerial photography
Aerial photographyfahadir
ย 
Total station
Total stationTotal station
Total stationRushabh shah
ย 

What's hot (20)

Hydrographic Surveying
Hydrographic SurveyingHydrographic Surveying
Hydrographic Surveying
ย 
chapter19. Terrestrial and Close-Range Photogrammetry.pdf
chapter19. Terrestrial and Close-Range Photogrammetry.pdfchapter19. Terrestrial and Close-Range Photogrammetry.pdf
chapter19. Terrestrial and Close-Range Photogrammetry.pdf
ย 
Hydrographic survey for std not print
Hydrographic survey for std not printHydrographic survey for std not print
Hydrographic survey for std not print
ย 
Hydrographics surveying
Hydrographics surveyingHydrographics surveying
Hydrographics surveying
ย 
Sidescan sonar (nio)
Sidescan sonar (nio)Sidescan sonar (nio)
Sidescan sonar (nio)
ย 
PURPOSE OF HYDROGRAPHIC SURVEYINGical seminar
PURPOSE OF HYDROGRAPHICSURVEYINGical seminarPURPOSE OF HYDROGRAPHICSURVEYINGical seminar
PURPOSE OF HYDROGRAPHIC SURVEYINGical seminar
ย 
Geodesy - Definition, Types, Uses and Applications
Geodesy - Definition, Types, Uses and ApplicationsGeodesy - Definition, Types, Uses and Applications
Geodesy - Definition, Types, Uses and Applications
ย 
Photogrammetry 1.
Photogrammetry 1.Photogrammetry 1.
Photogrammetry 1.
ย 
Hydrographicsurveying
HydrographicsurveyingHydrographicsurveying
Hydrographicsurveying
ย 
Projection
ProjectionProjection
Projection
ย 
Topic stereoscopy, Parallax, Relief displacement
Topic  stereoscopy, Parallax, Relief displacementTopic  stereoscopy, Parallax, Relief displacement
Topic stereoscopy, Parallax, Relief displacement
ย 
Lecture 7 setero parllax
Lecture 7  setero parllaxLecture 7  setero parllax
Lecture 7 setero parllax
ย 
Geometry and types of aerial photographs
Geometry and types of aerial photographsGeometry and types of aerial photographs
Geometry and types of aerial photographs
ย 
Lecture01: Introduction to Photogrammetry
Lecture01: Introduction to PhotogrammetryLecture01: Introduction to Photogrammetry
Lecture01: Introduction to Photogrammetry
ย 
Traverse Survey Part 1/2
Traverse Survey Part 1/2Traverse Survey Part 1/2
Traverse Survey Part 1/2
ย 
Lecture 08 tilted photograph
Lecture 08  tilted photographLecture 08  tilted photograph
Lecture 08 tilted photograph
ย 
Control surveying
Control surveyingControl surveying
Control surveying
ย 
Stereoscopic Parallax
Stereoscopic ParallaxStereoscopic Parallax
Stereoscopic Parallax
ย 
Aerial photography
Aerial photographyAerial photography
Aerial photography
ย 
Total station
Total stationTotal station
Total station
ย 

Similar to Methods of Shore Observations for Horizontal position Fixing

TOTAL STATION: THEORY, USES AND APPLICATIONS.
TOTAL STATION: THEORY, USES AND APPLICATIONS. TOTAL STATION: THEORY, USES AND APPLICATIONS.
TOTAL STATION: THEORY, USES AND APPLICATIONS. Ahmed Nassar
ย 
samseer husain CV 15-4-2015
samseer husain CV  15-4-2015samseer husain CV  15-4-2015
samseer husain CV 15-4-2015Samseer Husain
ย 
Wall Station Surveys
Wall Station SurveysWall Station Surveys
Wall Station Surveysbrett_grocock
ย 
Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartiii
 Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartiii Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartiii
Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartiiihydrologyproject001
ย 
Download-manuals-surface water-software-introductiontoadvanceddischargemeasu...
 Download-manuals-surface water-software-introductiontoadvanceddischargemeasu... Download-manuals-surface water-software-introductiontoadvanceddischargemeasu...
Download-manuals-surface water-software-introductiontoadvanceddischargemeasu...hydrologyproject0
ย 
Reconnaissance for Hydrographic Surveying Project
Reconnaissance for Hydrographic  Surveying ProjectReconnaissance for Hydrographic  Surveying Project
Reconnaissance for Hydrographic Surveying ProjectNzar Braim
ย 
Fieldwork 2 (Traversing)
Fieldwork 2 (Traversing)Fieldwork 2 (Traversing)
Fieldwork 2 (Traversing)Enoch Wong
ย 
Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartvi
 Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartvi Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartvi
Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartvihydrologyproject001
ย 
Measurement of spot speed
Measurement of spot speedMeasurement of spot speed
Measurement of spot speedSagar Vekariya
ย 
Voyage-Planning PPT.ppt
Voyage-Planning PPT.pptVoyage-Planning PPT.ppt
Voyage-Planning PPT.pptPatrickKarlAraneta
ย 
Seamanship v2
Seamanship v2Seamanship v2
Seamanship v2Hafez Ahmad
ย 
Hydrography documents
Hydrography documentsHydrography documents
Hydrography documentsHafez Ahmad
ย 
Hydrography :Sounding Instrument
Hydrography :Sounding InstrumentHydrography :Sounding Instrument
Hydrography :Sounding Instrumentpmevada
ย 
Ss report 2
Ss report 2Ss report 2
Ss report 2Shen Sin
ย 
The concept of total Horizontal and Vertical Uncertainty
The concept of total Horizontal and Vertical UncertaintyThe concept of total Horizontal and Vertical Uncertainty
The concept of total Horizontal and Vertical UncertaintyNzar Braim
ย 
4- Hydrographic Surveying.pdf
4- Hydrographic Surveying.pdf4- Hydrographic Surveying.pdf
4- Hydrographic Surveying.pdffankarworld
ย 
group-3-a21-traverse-report.pdf
group-3-a21-traverse-report.pdfgroup-3-a21-traverse-report.pdf
group-3-a21-traverse-report.pdfNkosiAnsari
ย 
Geographical enquiry - Alternative to course work- paper 4 IGCSE
Geographical enquiry - Alternative to course work-  paper 4 IGCSE Geographical enquiry - Alternative to course work-  paper 4 IGCSE
Geographical enquiry - Alternative to course work- paper 4 IGCSE nazeema khan
ย 
Surveying
Surveying Surveying
Surveying civilsmvec
ย 

Similar to Methods of Shore Observations for Horizontal position Fixing (20)

TOTAL STATION: THEORY, USES AND APPLICATIONS.
TOTAL STATION: THEORY, USES AND APPLICATIONS. TOTAL STATION: THEORY, USES AND APPLICATIONS.
TOTAL STATION: THEORY, USES AND APPLICATIONS.
ย 
samseer husain CV 15-4-2015
samseer husain CV  15-4-2015samseer husain CV  15-4-2015
samseer husain CV 15-4-2015
ย 
Wall Station Surveys
Wall Station SurveysWall Station Surveys
Wall Station Surveys
ย 
Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartiii
 Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartiii Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartiii
Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartiii
ย 
Download-manuals-surface water-software-introductiontoadvanceddischargemeasu...
 Download-manuals-surface water-software-introductiontoadvanceddischargemeasu... Download-manuals-surface water-software-introductiontoadvanceddischargemeasu...
Download-manuals-surface water-software-introductiontoadvanceddischargemeasu...
ย 
Reconnaissance for Hydrographic Surveying Project
Reconnaissance for Hydrographic  Surveying ProjectReconnaissance for Hydrographic  Surveying Project
Reconnaissance for Hydrographic Surveying Project
ย 
Fieldwork 2 (Traversing)
Fieldwork 2 (Traversing)Fieldwork 2 (Traversing)
Fieldwork 2 (Traversing)
ย 
Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartvi
 Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartvi Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartvi
Download-manuals-surface water-manual-sw-volume4fieldmanualhydrometrypartvi
ย 
Measurement of spot speed
Measurement of spot speedMeasurement of spot speed
Measurement of spot speed
ย 
Voyage-Planning PPT.ppt
Voyage-Planning PPT.pptVoyage-Planning PPT.ppt
Voyage-Planning PPT.ppt
ย 
Seamanship v2
Seamanship v2Seamanship v2
Seamanship v2
ย 
Hydrography documents
Hydrography documentsHydrography documents
Hydrography documents
ย 
Hydrography :Sounding Instrument
Hydrography :Sounding InstrumentHydrography :Sounding Instrument
Hydrography :Sounding Instrument
ย 
Ss report 2
Ss report 2Ss report 2
Ss report 2
ย 
The concept of total Horizontal and Vertical Uncertainty
The concept of total Horizontal and Vertical UncertaintyThe concept of total Horizontal and Vertical Uncertainty
The concept of total Horizontal and Vertical Uncertainty
ย 
4- Hydrographic Surveying.pdf
4- Hydrographic Surveying.pdf4- Hydrographic Surveying.pdf
4- Hydrographic Surveying.pdf
ย 
group-3-a21-traverse-report.pdf
group-3-a21-traverse-report.pdfgroup-3-a21-traverse-report.pdf
group-3-a21-traverse-report.pdf
ย 
Application of surveying
Application of surveyingApplication of surveying
Application of surveying
ย 
Geographical enquiry - Alternative to course work- paper 4 IGCSE
Geographical enquiry - Alternative to course work-  paper 4 IGCSE Geographical enquiry - Alternative to course work-  paper 4 IGCSE
Geographical enquiry - Alternative to course work- paper 4 IGCSE
ย 
Surveying
Surveying Surveying
Surveying
ย 

More from Nzar Braim

Engineering Project Management
Engineering Project Management Engineering Project Management
Engineering Project Management Nzar Braim
ย 
The Effect of Declination on The Tide Pattern in Hydroghraphic Surveying
The Effect of Declination on The Tide Pattern in Hydroghraphic SurveyingThe Effect of Declination on The Tide Pattern in Hydroghraphic Surveying
The Effect of Declination on The Tide Pattern in Hydroghraphic SurveyingNzar Braim
ย 
Contribution Of Real Time Network (NRTK) for improvement of accuracy
Contribution Of Real Time Network (NRTK) for improvement of accuracyContribution Of Real Time Network (NRTK) for improvement of accuracy
Contribution Of Real Time Network (NRTK) for improvement of accuracyNzar Braim
ย 
Nominal & effective Interest Rates
Nominal & effective Interest RatesNominal & effective Interest Rates
Nominal & effective Interest RatesNzar Braim
ย 
Types of Walls (Brick,Concrete Block & Stone Walls)
Types of Walls (Brick,Concrete Block & Stone Walls)Types of Walls (Brick,Concrete Block & Stone Walls)
Types of Walls (Brick,Concrete Block & Stone Walls)Nzar Braim
ย 
Comparing alternatives in Engineering Economics and Management
Comparing alternatives in Engineering Economics and ManagementComparing alternatives in Engineering Economics and Management
Comparing alternatives in Engineering Economics and ManagementNzar Braim
ย 
Differentiation between primary and secondary LIDAR system of Remote Sensing
Differentiation between primary and secondary LIDAR system of Remote SensingDifferentiation between primary and secondary LIDAR system of Remote Sensing
Differentiation between primary and secondary LIDAR system of Remote SensingNzar Braim
ย 
Thermostone in Constrication or Thermostone
Thermostone in Constrication or ThermostoneThermostone in Constrication or Thermostone
Thermostone in Constrication or ThermostoneNzar Braim
ย 
Developing project objectives and Execution plan in Economy management
Developing project objectives and Execution plan in Economy management Developing project objectives and Execution plan in Economy management
Developing project objectives and Execution plan in Economy management Nzar Braim
ย 
Erbil Citadel - ู‚ุฉู„ูŽุงูŠ ู‡ุฉูˆู„ูŠูŽุฑ
Erbil Citadel - ู‚ุฉู„ูŽุงูŠ ู‡ุฉูˆู„ูŠูŽุฑErbil Citadel - ู‚ุฉู„ูŽุงูŠ ู‡ุฉูˆู„ูŠูŽุฑ
Erbil Citadel - ู‚ุฉู„ูŽุงูŠ ู‡ุฉูˆู„ูŠูŽุฑNzar Braim
ย 
SOIL STABILIZATION IN ROAD CONSTRUCTION AND MEASURING THE FIELD DENSITY [CO...
SOIL STABILIZATION IN ROAD CONSTRUCTION AND MEASURING  THE FIELD DENSITY  [CO...SOIL STABILIZATION IN ROAD CONSTRUCTION AND MEASURING  THE FIELD DENSITY  [CO...
SOIL STABILIZATION IN ROAD CONSTRUCTION AND MEASURING THE FIELD DENSITY [CO...Nzar Braim
ย 
Law of supply and demand
Law of supply and demandLaw of supply and demand
Law of supply and demandNzar Braim
ย 
Role of electromagnetic Radiation in Remote Sensing
Role of electromagnetic Radiation in  Remote SensingRole of electromagnetic Radiation in  Remote Sensing
Role of electromagnetic Radiation in Remote SensingNzar Braim
ย 
The Hyperbolic Radio System
The Hyperbolic Radio SystemThe Hyperbolic Radio System
The Hyperbolic Radio SystemNzar Braim
ย 
Car Parking Design in Urban Planning
Car Parking Design in Urban PlanningCar Parking Design in Urban Planning
Car Parking Design in Urban PlanningNzar Braim
ย 
Portland cement in concrete
Portland cement  in concrete Portland cement  in concrete
Portland cement in concrete Nzar Braim
ย 
Segregation in Concrete
Segregation in Concrete Segregation in Concrete
Segregation in Concrete Nzar Braim
ย 
Bar Graph Method in Engineering management
Bar Graph Method in Engineering management Bar Graph Method in Engineering management
Bar Graph Method in Engineering management Nzar Braim
ย 
Differentiation between Global and Local Datum from Different aspect
Differentiation between Global and Local Datum from Different aspect Differentiation between Global and Local Datum from Different aspect
Differentiation between Global and Local Datum from Different aspect Nzar Braim
ย 
Scope Of Work in Engineering economy
Scope Of Work in Engineering economyScope Of Work in Engineering economy
Scope Of Work in Engineering economyNzar Braim
ย 

More from Nzar Braim (20)

Engineering Project Management
Engineering Project Management Engineering Project Management
Engineering Project Management
ย 
The Effect of Declination on The Tide Pattern in Hydroghraphic Surveying
The Effect of Declination on The Tide Pattern in Hydroghraphic SurveyingThe Effect of Declination on The Tide Pattern in Hydroghraphic Surveying
The Effect of Declination on The Tide Pattern in Hydroghraphic Surveying
ย 
Contribution Of Real Time Network (NRTK) for improvement of accuracy
Contribution Of Real Time Network (NRTK) for improvement of accuracyContribution Of Real Time Network (NRTK) for improvement of accuracy
Contribution Of Real Time Network (NRTK) for improvement of accuracy
ย 
Nominal & effective Interest Rates
Nominal & effective Interest RatesNominal & effective Interest Rates
Nominal & effective Interest Rates
ย 
Types of Walls (Brick,Concrete Block & Stone Walls)
Types of Walls (Brick,Concrete Block & Stone Walls)Types of Walls (Brick,Concrete Block & Stone Walls)
Types of Walls (Brick,Concrete Block & Stone Walls)
ย 
Comparing alternatives in Engineering Economics and Management
Comparing alternatives in Engineering Economics and ManagementComparing alternatives in Engineering Economics and Management
Comparing alternatives in Engineering Economics and Management
ย 
Differentiation between primary and secondary LIDAR system of Remote Sensing
Differentiation between primary and secondary LIDAR system of Remote SensingDifferentiation between primary and secondary LIDAR system of Remote Sensing
Differentiation between primary and secondary LIDAR system of Remote Sensing
ย 
Thermostone in Constrication or Thermostone
Thermostone in Constrication or ThermostoneThermostone in Constrication or Thermostone
Thermostone in Constrication or Thermostone
ย 
Developing project objectives and Execution plan in Economy management
Developing project objectives and Execution plan in Economy management Developing project objectives and Execution plan in Economy management
Developing project objectives and Execution plan in Economy management
ย 
Erbil Citadel - ู‚ุฉู„ูŽุงูŠ ู‡ุฉูˆู„ูŠูŽุฑ
Erbil Citadel - ู‚ุฉู„ูŽุงูŠ ู‡ุฉูˆู„ูŠูŽุฑErbil Citadel - ู‚ุฉู„ูŽุงูŠ ู‡ุฉูˆู„ูŠูŽุฑ
Erbil Citadel - ู‚ุฉู„ูŽุงูŠ ู‡ุฉูˆู„ูŠูŽุฑ
ย 
SOIL STABILIZATION IN ROAD CONSTRUCTION AND MEASURING THE FIELD DENSITY [CO...
SOIL STABILIZATION IN ROAD CONSTRUCTION AND MEASURING  THE FIELD DENSITY  [CO...SOIL STABILIZATION IN ROAD CONSTRUCTION AND MEASURING  THE FIELD DENSITY  [CO...
SOIL STABILIZATION IN ROAD CONSTRUCTION AND MEASURING THE FIELD DENSITY [CO...
ย 
Law of supply and demand
Law of supply and demandLaw of supply and demand
Law of supply and demand
ย 
Role of electromagnetic Radiation in Remote Sensing
Role of electromagnetic Radiation in  Remote SensingRole of electromagnetic Radiation in  Remote Sensing
Role of electromagnetic Radiation in Remote Sensing
ย 
The Hyperbolic Radio System
The Hyperbolic Radio SystemThe Hyperbolic Radio System
The Hyperbolic Radio System
ย 
Car Parking Design in Urban Planning
Car Parking Design in Urban PlanningCar Parking Design in Urban Planning
Car Parking Design in Urban Planning
ย 
Portland cement in concrete
Portland cement  in concrete Portland cement  in concrete
Portland cement in concrete
ย 
Segregation in Concrete
Segregation in Concrete Segregation in Concrete
Segregation in Concrete
ย 
Bar Graph Method in Engineering management
Bar Graph Method in Engineering management Bar Graph Method in Engineering management
Bar Graph Method in Engineering management
ย 
Differentiation between Global and Local Datum from Different aspect
Differentiation between Global and Local Datum from Different aspect Differentiation between Global and Local Datum from Different aspect
Differentiation between Global and Local Datum from Different aspect
ย 
Scope Of Work in Engineering economy
Scope Of Work in Engineering economyScope Of Work in Engineering economy
Scope Of Work in Engineering economy
ย 

Recently uploaded

Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPTGenerative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPTbhaskargani46
ย 
Java Programming :Event Handling(Types of Events)
Java Programming :Event Handling(Types of Events)Java Programming :Event Handling(Types of Events)
Java Programming :Event Handling(Types of Events)simmis5
ย 
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...ranjana rawat
ย 
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...ranjana rawat
ย 
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptxBSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptxfenichawla
ย 
Online banking management system project.pdf
Online banking management system project.pdfOnline banking management system project.pdf
Online banking management system project.pdfKamal Acharya
ย 
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxCoefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxAsutosh Ranjan
ย 
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...roncy bisnoi
ย 
UNIT-III FMM. DIMENSIONAL ANALYSIS
UNIT-III FMM.        DIMENSIONAL ANALYSISUNIT-III FMM.        DIMENSIONAL ANALYSIS
UNIT-III FMM. DIMENSIONAL ANALYSISrknatarajan
ย 
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank  Design by Working Stress - IS Method.pdfIntze Overhead Water Tank  Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank Design by Working Stress - IS Method.pdfSuman Jyoti
ย 
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7Call Girls in Nagpur High Profile Call Girls
ย 
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...Call Girls in Nagpur High Profile
ย 
Thermal Engineering Unit - I & II . ppt
Thermal Engineering  Unit - I & II . pptThermal Engineering  Unit - I & II . ppt
Thermal Engineering Unit - I & II . pptDineshKumar4165
ย 
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 BookingVIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Bookingdharasingh5698
ย 
Glass Ceramics: Processing and Properties
Glass Ceramics: Processing and PropertiesGlass Ceramics: Processing and Properties
Glass Ceramics: Processing and PropertiesPrabhanshu Chaturvedi
ย 
Booking open Available Pune Call Girls Pargaon 6297143586 Call Hot Indian Gi...
Booking open Available Pune Call Girls Pargaon  6297143586 Call Hot Indian Gi...Booking open Available Pune Call Girls Pargaon  6297143586 Call Hot Indian Gi...
Booking open Available Pune Call Girls Pargaon 6297143586 Call Hot Indian Gi...Call Girls in Nagpur High Profile
ย 
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICS
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICSUNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICS
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICSrknatarajan
ย 
Double rodded leveling 1 pdf activity 01
Double rodded leveling 1 pdf activity 01Double rodded leveling 1 pdf activity 01
Double rodded leveling 1 pdf activity 01KreezheaRecto
ย 
result management system report for college project
result management system report for college projectresult management system report for college project
result management system report for college projectTonystark477637
ย 

Recently uploaded (20)

Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPTGenerative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPT
ย 
Java Programming :Event Handling(Types of Events)
Java Programming :Event Handling(Types of Events)Java Programming :Event Handling(Types of Events)
Java Programming :Event Handling(Types of Events)
ย 
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
ย 
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
ย 
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptxBSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
ย 
Online banking management system project.pdf
Online banking management system project.pdfOnline banking management system project.pdf
Online banking management system project.pdf
ย 
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxCoefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptx
ย 
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
ย 
UNIT-III FMM. DIMENSIONAL ANALYSIS
UNIT-III FMM.        DIMENSIONAL ANALYSISUNIT-III FMM.        DIMENSIONAL ANALYSIS
UNIT-III FMM. DIMENSIONAL ANALYSIS
ย 
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank  Design by Working Stress - IS Method.pdfIntze Overhead Water Tank  Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
ย 
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
(INDIRA) Call Girl Aurangabad Call Now 8617697112 Aurangabad Escorts 24x7
ย 
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
ย 
Roadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and RoutesRoadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and Routes
ย 
Thermal Engineering Unit - I & II . ppt
Thermal Engineering  Unit - I & II . pptThermal Engineering  Unit - I & II . ppt
Thermal Engineering Unit - I & II . ppt
ย 
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 BookingVIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
VIP Call Girls Ankleshwar 7001035870 Whatsapp Number, 24/07 Booking
ย 
Glass Ceramics: Processing and Properties
Glass Ceramics: Processing and PropertiesGlass Ceramics: Processing and Properties
Glass Ceramics: Processing and Properties
ย 
Booking open Available Pune Call Girls Pargaon 6297143586 Call Hot Indian Gi...
Booking open Available Pune Call Girls Pargaon  6297143586 Call Hot Indian Gi...Booking open Available Pune Call Girls Pargaon  6297143586 Call Hot Indian Gi...
Booking open Available Pune Call Girls Pargaon 6297143586 Call Hot Indian Gi...
ย 
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICS
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICSUNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICS
UNIT-IFLUID PROPERTIES & FLOW CHARACTERISTICS
ย 
Double rodded leveling 1 pdf activity 01
Double rodded leveling 1 pdf activity 01Double rodded leveling 1 pdf activity 01
Double rodded leveling 1 pdf activity 01
ย 
result management system report for college project
result management system report for college projectresult management system report for college project
result management system report for college project
ย 

Methods of Shore Observations for Horizontal position Fixing

  • 1. (Methods of Shore Observations for Horizontal position Fixing) Student Name: Copyright Class: 4th Stage Course Title: Hydrographic Surveying Department: Geomatics (Surveying) Engineering College of Engineering Salahaddin University-Erbil Academic Year 2019-2020
  • 2. 1 Abstract This report is about the methods of observations of shore for fixing the horizontal control position, I will try to explain the hydrographic engineering science within its advantages and applications and the most common methods that used in hydrography briefly. We knew that the depths of the water bodies at various points and will be changed and unstable so Depths are determined by making sounding which is determining the depth of water from stationary boat and the positions of sounding can be determined either from boat from shore or both of them. If we want to make a survey Project or let's say if a surveyor wants to make a survey project for hydrographic surveying and an observation for this project so he needs andequipmentmany techniques many toolssmany processes many preparation So For establishing horizontal control and vertical control points ,we have many methods either offshore or onshore or both I mean from boat or from shore or both consequently I wrote a report about this important t subject and In this report I mention all methods and explain the three applicable and usage methods that have been used in hydrographic surveying and also mention which method is good or better than the other and advantages and disadvantages of these methods .At the end my aim for preparing this report is to show the importance of hydrographic surveying and how these methods can be used and all requires and need for these methods and also mention all steps, all equations that must be used for these methods. Finally most important point I should mention it is co-ordinate system or finding the coordinates .the surveyor deals with the coordinates, so we make all these processes, learning all methods, equations, formulas, steps, establishing control points, all above just for one purpose which is finding the or calculating coordinate, and the most important thing in coordinate is accuracy, avoiding from errors and uncertainty.
  • 3. 2 Table of contents Contents page Abstract.......................................................................................................................... 1 Table of contents ........................................................................................................... 2 Chapter one - Introduction ............................................................................................ 3 1.1.Overview of Hydrographic surveying.................................................................. 3 1.2. Methods of locating Sounding are ...................................................................... 4 Chapter two- Background and Review ......................................................................... 5 Chapter Three- Methods................................................................................................ 6 3.1.method of transit & stadia (tacheometer(............................................................. 7 3. 2.Method of range and one angle:.......................................................................... 9 3.3.Method of two angles from the shore ................................................................10 Chapter Four- Conclusion ...........................................................................................13 Chapter Five- References ............................................................................................14
  • 4. 3 Chapter one - Introduction 1.1. Overview of Hydrographic surveying: Hydrographic surveying (also known as a bathymetric survey) is one of the oldest forms of marine research, and comprises a process of collecting depth information that can be used in developing and maintaining nautical charts. In essence, a hydrographic survey collects depth, position and time data, which can be used to create a model of the seabed so Hydrography is Branch of science that deals with the measurement of bodies of water and Deals with the physical features of the navigable portion of the earthโ€™s surface and adjoining coastal areas and Sounding measurement of depth below the water surface. The method starts by locating special control points along the shore line. The sounding method is employed to determine the depth at various points by means of stationary boats. Sounding locations can be either made from boat to the control points or by fixing a point in the boat and taking sounding from the control point. Before this procedure certain preliminary steps have to be made: 1. Reconnaissance 2. Locate Horizontal Control 3. Locate vertical Control Mainly we have horizontal fixing positions and vertical fixing positions So the methods of observations from the shore for horizontal position fixing are: 1. Method of transit and stadia (tachometer). 2. Method of Range and one angle. 3. Method of two angles from the shore.
  • 5. 4 As I mentioned we have horizontal fixing positions and vertical fixing positions for the horizontal fixing positions there are many methods of locating the soundings 1.2. Methods of locating Sounding are: 1.2.1. From the shore: A. Location by Cross-Rope. B. Location by two angles from the shore. C. Location by Range and One angle. From the shore. 1.2. 2.From the boat: A. Location by two angle from the boat. B. Location by Range and One angle from the boat. 1.2.3. From both (the shore and the boat): A. Location by One angle from the shore and from the boat. B. Location by Range and Time Intervals of the boat. C. Location by Intersecting Ranges. D .Location by Tachometric Observations.
  • 6. 5 Chapter two- Background and Review On the day Hydrographic surveying is getting increasingly advanced. In the past, measurements had to be taken by hand โ€“ dropping lines into the water and bringing back spot results. Now, specialized water vessels with sonar equipment on board are most commonly used, and in some cases low-flying aircraft are also used. The size of the vessel depends on the size of the area being surveyed, as well as the depth of the water โ€“ for deep ocean surveys a large ship is often used, whereas areas closer to the shore may even use inflatable rafts. In my particular case, we were on board a boat. On board we had access to two types of sonar equipment โ€“ sides can and multiband sonar. Combined, these two forms of sonar (an acronym for sound navigation ranging), provide a detailed look at the surface below the water. Sonar works by sending sound waves to the bottom of the ocean floor and bouncing them back up to the vessel. The echo of that sound wave is then measured to give a depth in that particular area. A huge amount of measurements need to be taken โ€“ so itโ€™s no easy task! Several scans are taken per square foot, so it can take several days or even weeks to cover a significant area.
  • 7. 6 Chapter Three- Methods As I mentioned above that we have horizontal control and vertical control position so Locating Horizontal Control for hydrography is often based on preexisting geodetic control. When it is unavailable or insufficient the hydrographic surveyor must establish his own horizontal control network or supplemental control stations. The accuracy requirements for horizontal control for hydrography are not as strict as those for land surveys. The IHO (Special Publication No. 44) suggests some minimum accuracy standards and gives some general specifications in order to achieve these standards.so control is necessary to locate all features of the land and marine in true relative positions. Hence a series of lines whose lengths and azimuths are determined by means of either triangulation or any other methods. Let's Have Quick look for these figures which are a principal of work for Hydrographic Surveying in General: Figure1: hydrographic surveying Figure 2: hydrographic surveying
  • 8. 7 There are three methods from shore so let's mention and explain them briefly: 3.1. Method of transit & stadia (tachometer): Tachometer is the optical instrument for level the stadia measurement memes distance measurement. Location by Tachometric Observations Method is very much useful in smooth waters. Position of the boat is located by tachometric observations from the shore on a staff kept vertically on the boat. Observing the staff intercepts at the instant the sounding is taken, the horizontal distance between the instrument stations and the boat is calculated by : Direction of the boat (P) is established by observing the angle (ฮฑ) at the instrument station (B) with reference to any prominent object so this method This method is very much usable in smooth waters Position of the boat is located by tachometric observations from the shore on a staff kept vertically on the boat Observing the staff intercepts at the instant the sounding is Taken the horizontal distance between the instruments stations and the boat is calculated by Direction of the boat( p) is established by observing the angle a the instrument station (B) with a reference to any prominent object (A). The equation and figure are shown below: ๐ด๐‘๐‘ 1 = ๐ด๐‘ ๐ด๐ต + 90โ€ฆโ€ฆโ€ฆโ€ฆ (1) ๐ธ ๐‘Ž1 = ๐‘†1 + ๐‘ ๐‘–๐‘›๐ด๐‘๐‘†1โ€ฆโ€ฆโ€ฆโ€ฆ (2)
  • 9. 8 Figure 3: Stadia Method This method has many Advantages which are:* Easy to use.- Accuracy depends on the distance.- Not expensive.- Is simple- Used to find direction.- Not need much time.- Also this method has many Disadvantages which are:* -It is a difficult method because of movement of the boat.(and to solve this we use the flot rope which is the easiest way to elimuminate errors).- It is not used for Long Distance more than 200m.-
  • 10. 9 3. 2.Method of range and one angle: In this method, boat is kept in range line with the help of two signals on the shore. The boat is moved and the point where sounding is measuring is observed by the theodolite or sextant and angle is noted. Using this angle, we can fix the point in the range. Likewise, all other soundings are observed from different stations. The angle should be more than 30 degrees otherwise fix should be poor.so, whenever the angle is less than 30o , new instrument station is selected. This method is so accurate and easy for plotting the sounding details, and its formula with its figure are shown below: tanฮฑ1 = S1 d โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ (3) S1 = d. tanฮฑ1โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ (4) Na1 = NA + S1โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ (5) Ea1 = EA + S1โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ. (6) Figure 4: Range and one Angle Method
  • 11. 10 *This method has many Advantages which are: Easy to do.- More accurate and pricise than previous method.- Used for long range.- But also has disadvantages that are:* It is difficult to design.- More Advanced.- -More time needed. Many angles are required.- Needs many calculations.- 3.3. Method of two angles from the shore: In this method, two instrument stations are fixed on the shore with proper distance. Two instruments and two instrument men are required to do this job. From the two instrument stations, angular observations are made and a point is located where sounding is measured. then new instrument station is)0 30(ent is less thanIf the angle made by instrum selected. In this case, primary setting out and erecting range signals are eliminated. This method is useful when water currents are strong and difficult to row the boat along range line so Location by two angles from the shore is a point is fixed independent of the range by angular observations from two points on the shore. Used to locate some isolated points. Two instruments & two surveyor are required & instrument is selected with accuracy. If (A & B) are two instrument station and( โ€˜dโ€™) is measured accurately. Instrument stations A and B are precisely connected to the ground and their positions on plan are known.
  • 12. 11 Methods of Locating Sounding to the ground and their positions on plan are known. Surveyor on the boat holds a flag for a few seconds, and on the fall of the flag the sounding and the angles are observed Simultaneously. co-ordinates of the position (P) method is used when it isthisof the sounding may be computed from the relations sible to keep the sounding boat on a fixed range line. The method requires twonot pos on the shore)A and B(theodolites. The instruments are set up at two known stations , whose location is required, horizontal angles)P1(the sounding boat is atline. When .The time at which the sounding is)ฮฑ1 and ฮฑ2(th the instruments measured asat bo -.The cois also measured)and BA(betweentaken should be noted. The distance d tan ฮฑ1+ tan/ (=d tan ฮฑ2relationsmay be computed from the)P1(pointordinates of :its formula and figure shown below.tan ฮฑ1+ tan ฮฑ2)/ (ฮฑ1.tan ฮฑ2=d tan) yฮฑ2 โˆ†๐‘‹ = ๐‘‘.๐‘ก๐‘Ž๐‘›๐›ผ2 ๐‘ก๐‘Ž๐‘›๐›ผ1+๐‘ก๐‘Ž๐‘›๐›ผ2 โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ (7) โˆ†๐‘Œ = ๐‘‘.๐‘ก๐‘Ž๐‘›๐›ผ1+๐‘ก๐‘Ž๐‘›๐›ผ2 ๐‘ก๐‘Ž๐‘›๐›ผ1+๐‘ก๐‘Ž๐‘›๐›ผ2 โ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆโ€ฆ. (8) Figure 5: Range and Tow Angle Method
  • 13. 12 This Method has the following advantages:* - Preliminary work of setting out and erecting range signals is eliminated. - Suitable for strong current of water due to which it is difficult to row the boat a1on the range line Flexibility in distrbution from shore control points.- Flexible for the positions that have high relief.- Also it has many disadvantages which are:* -because we have 2 angle measurement so more error may occurs. It is difficult to read some Angles one moment.- Needs more time.- Needs more practicable staff.- -It needs pre-designed work which means it is difficult to get the same angle as designed. We have to avoid more observations in hydro to get more accurate results.-
  • 14. 13 Chapter Four- Conclusion Hydrographic surveying is an important part or important science in our life we mentioned that and we saw that horizontal and vertical fixing positions are the most important things in this science Consequently i talked and explained one of these methods , So nowadays we need this important science with all its methods, processes, and all components and contents of it As I told the most important thing for Surveyor is (coordinates system) and we can get these coordinate system which is( Easting and northing and elevation)(E,N,Elevation) via many methods within many conditions and situations and as I explained the methods from the shore that have been used in hydrographic surveying to calculate (E,N) and each method will be used within a specific condition and satiation I mean depends on its situation and circumstances and under many conditions. The method of Horizontal Fixed Position from the shore by using this method we can make surveying and observation and fixing the positions and then using them as the control points in order to get coordinates So the three above methods have advantages and disadvantages and i explained them briefly.
  • 15. 14 Chapter Five- References 1. https://www.slideshare.net/gokulsaud/hydrographic-survey-for-std-not-print 2. https://slideplayer.com/slide/12744517/ 3. http://stream1.cmatc.cn/pub/comet/MarineMeteorologyOceans/IntroductiontoHydrography/ comet/oceans/hydrography/references.htm 4. https://theconstructor.org/surveying/methods-locating-sounding-hydrographic- surveying/19976/#:~:text=By%20Range%20and%20One%20Angle%20from%20the%20Sh ore,the%20point%20in%20the%20range. 5. https://pdfs.semanticscholar.org/c4ae/b558db7ea7a7017bb07558c336ab580b1fdc.pdf 6. https://pdfs.semanticscholar.org/c4ae/b558db7ea7a7017bb07558c336ab580b1fdc.pdf 7. https://theconstructor.org/surveying/hydrographic-surveying-methods-uses/13838/