SlideShare a Scribd company logo
1 of 47
Download to read offline
Neeraj Kumar Thakur
 Introduction, shore line survey, soundings methods,
gauges,
 Equipment required for hydrographic surveying,
sounding party
 methods of locating soundings
 reduction of soundings and plotting of Soundings
 problems related to hydrographic surveying.
2
 It is the branch of surveying which deals with water
bodies e.g. Lake, river etc.
 The usual fundamental principles of surveying and
levelling are adopted for acquiring data for
determination of :
1. Water volume
2. Rate of flow
3. To determine the shape of the area underlying the
water surface etc.
3
4
1. To determine the quantities of subaqueous
excavations.
2. Measure areas subjected to scouring or silting in
harbours or docks
3. Locate rocks and other objects such as buoys, lights
etc to aid safe navigation
4. To prepare navigation charts exhibiting the depths
available for navigation
5. Control floods, and to plan water supply and storage
from rivers.
6. To develop water resources for power, irrigation and
recreation
5
1. The measurement of depth of water at various points
is termed as sounding.
2. Depth of Sounding is referred to the water level at
the time it is made.
3. Thereafter, the soundings are reduced to datum
water level, to account for tidal waters which
undergo continual change of elevation, with the help
of gauges.
4. A number of benchmarks (B.M.) are established at
frequent intervals along the shorelines, and gauges
are set on them.
6
1. The field work consists of both horizontal as well as
vertical control.
2. The horizontal control is established by traversing or
triangulation.
3. For vertical control, the tide gauges are kept in
operation continuously since the water level at tha
gauge must also be known when soundings are
recorded.
7
1. These are periodical variations in the water surface of
oceans due to the attraction of celestial bodies.
2. The principal tide producing agents are the sun and
moon, of which moon is more powerful tide
producer.
3. Tides produced by unbalanced attracting forces
between the moon and earth are known as lunar
tide.
4. Tides produced by unbalanced attracting forces
between the sun and earth are known as solar tides.
5. Since the sun and moon act simultaneously, the lunar
and solar tides are superimposed.
8
1. At new moon, the sun and moon have the same
celestial longitude and cross a meridian of earth at
the same instant.
2. The three bodies are in one plane.
3. The high water level of the resulting tide is above the
average, whereas the low water level is below the
average.
4. The tide is known as spring tide of new moon.
5. Same is the case for full moon.
9
10
1. In about 7.5 days when the moon is in quadrature,
the crest of lunar tide co-incides with the trough of a
solar tide.
2. High water level is below the average, whereas low
water level is above the average.
3. Such a tide is known as neap tide of the first
quarter/third quarter.
11
12
1. These are used to determine the exact water surface
level.
2. The movement of tides during the time soundings are
made.
3. The gauges are read at regular intervals, varying from
10m to 30 min.
13
𝒉 = 𝒉𝟎 + 𝒚𝒄𝒐𝒔(𝟏𝟖𝟎°
𝒕
𝑻
)
h is height of water level at time of sounding
𝒉𝟎 is mean sea level
𝒕 is time between high tide and
time of sounding
𝑻 is time between high tide and
low tide
𝒚 is rise of tide above MSL
1. These gauges may be non-registering or self
registering types.
2. Non registering types requires an observer to record
the water level.
a) Staff gauge.
b) Float gauge
c) Weight gauge
14
15
1. Simplest type of gauge.
2. It consists of a graduated board, 150 to 250 mm wide
and 100 mm thick, fixed in vertical position.
16
17
1. The float gauge is designed to overcome the difficulty
in reading a staff gauge when the intensity of tides is
high and the variations of water level is more.
2. It consists of a float to which a graduated vertical
staff is attached.
18
19
1. The weight gauge consists a weight attached to brass
chain or wire.
2. The chain passes over a pulley, and is laid horizontal
along the side of a graduated scale.
3. The weight is lowered to touch the water surface,
and the reading is taken on the graduated scale
against an index attached to the chain.
20
21
1. Self registering tide gauges automatically record the
variation of water level with time.
1. Mean sea level is defined as the main level of the sea
obtained by taking the mean of all the heights of
tides measured at regular interval of one hour over a
stated period (about 19 years) covering entire
number of complete tides.
2. Mean sea level shows appreciable variations from
day to day, from month to month and even from year
to year.
22
1. The process of determining depths below the water
surface is called sounding.
2. Sounding is analogous to levelling on land.
3. The reduced level of any point on the bottom of a
water body is obtained by subtracting the sounding
from the mean sea level.
23
1. Preparation of accurate charts for navigation.
2. Determination of the quantities of the material to be
filled.
3. Obtaining information for design of breakwaters, sea
wells etc.
24
1. The sounding points should be selected keeping in mind
that all the important irregularities are recorded.
2. The soundings are thus made along a series of straight
lines at right angles to the shoreline.
3. The spacing between the sounding lines and between the
sounding points depends upon the nature of submarine
surface as well as on the object of the survey.
4. Usually Spacing between sounding lines is kept 30 m and
spacing between sounding points is kept 7.5m to 15 m.
25
26
Shore line
Range line
Sounding point
A range or a range line is the line along which soundings are
made.
These are usually fixed perpendicular to the shoreline and are
parallel to each other.
27
28
The essential equipment and instrument employed for
taking the sounding may be grouped as :
1. Shore signals and buoys.
2. Sounding equipment.
3. Angle measuring instruments.
29
 Shore signal are required to mark range lines.
 Each range line is marked with two signals, at some distance
apart, along it on each shore.
 The signals are usually wooden tripods with a white and
coloured flag on the top.
 A buoy is a float made of light wood or hollow air tight vessel
properly weighted at the bottom, and is anchored in a vertical
position by means of wires.
 In deep waters, the range lines are marked by a signal at shore
and buoys in water.
30
31
1. Sounding boat :
 The sounding operation is carried out from a flat bottom boat
of low draft.
 The boats are generally provided with opening, called wells
through which soundings are taken.
 The motor should have adequate control both for low speed
and for rough waters
32
33
2. Sounding Pole or rod
 These are made of strong well seasoned timber usually 5 to 10 cm in
diameter and 5 to 8 m in length.
 The sounding rods consists of two or three lengths screwed together
so that unnecessary length may be removed when not required in
shallow water.
 A lead shoe of sufficient weight is fitted at the bottom to keep the
rod vertical in flowing water, and to avoid sinking in mud or sand.
 The graduations on the rod are marked from bottom upwards.
 Thus, the reading corresponding to the water surface, is directly the
depth of water.
34
3. Lead line
It consists of a graduated line or chain to which a lead is attached.
Under ordinary tension, when wet, the line should not change its
length.
Every one feet of the lead is marked with a cloth.
The mass of the lead is generally between 5 to 10 kg, depending upon
the strength of current and depth of water.
A correction is required to be applied to the measured length to get the
true depth when using lead line.
Due to drag, the measured length will be greater than the true depth.
35
36
4. Weddell’s Sounding machine
When there is a lot of sounding work, some form of sounding
machine attached to sounding line is used.
Weddell’s hand driven machine consists of a cast iron casing
carrying on a spindle gun metal barrel.
A lead weight (8kg) carried at the end of a flexible wire cord
attached to the barrel, can be lowered at a desirable rate, the
speed of the drum being controlled by a brake.
The spindle is connected through gears to two reading dials.
37
The outer dial records the depth in meters and the inner records
in centimeters.
A standard machine designed to measure maximum depths up to
30m to 40m.
38
39
5. Echo sounding machine / Fathometer
 Where the depth of water is too much, an echo sounding
machine known as fathometer is used.
 It measures the depth below the boat on which it is installed.
 It works on the property echo property.
 It consists of a transmitter and a receiving oscillator, recorder
unit and a power unit.
 The sound waves emitted at the surface of the water are
recorded back after these return from the underwater surface.
40
5. Echo sounding machine / Fathometer
 Since the velocity of sound waves in water is known, the
distance travelled by sound waves can be calculated.
 D = ½ V t
 This method is very accurate and can be used in strong winds.
 It is more sensitive than other methods, and produces
continuous record in the form of curves when boat is in
motion
41
5. Echo sounding machine / Fathometer
Advantages of Fathometer :
1. It is more accurate than the lead line.
2. It can be used in strong currents or streams.
3. It is more sensitive than the lead line method.
4. It can be used on days, or in any weather, when the ordinary
lead line method would be impossible.
5. It is much more rapid in use than the ordinary method
42
43
Most common angle measuring instruments are :
1) Theodolite
2) Prismatic compass
3) Sextant.
The theodolite and prismatic compass are not suitable for angle
measurements from sounding boats due to instability of rowing
boats.
Sextant has been found to be most suitable for measuring angle
in any plane.
44
45
Navigators and surveyors measure angles from sounding boat
by sextant only.
When observations are made from the shore, theodolite and
prismatic compass are used.
The sextant used in hydrographic surveying is known as the
sounding sextant.
It slightly differs in construction from the astronomical sextant.
46
Points to be kept in mind while using sextant :
1) Angle measured with a sextant is an oblique unless three
points sighted lie in horizontal plane.
2) The size of the angles and length of sights affect the
precision of angle measurement.
3) A sextant is not recommended for angle measurements
when the angles are less than 15 degrees and the sights are
less than 300 m.
4) Vertical angles can also be measured with a sextant in a
similar manner to that of horizontal angles.
47

More Related Content

Similar to Surveying II - Hydrographic surveying Unit -5

Hydrographic Surveying By Jithin Jose
Hydrographic Surveying  By Jithin JoseHydrographic Surveying  By Jithin Jose
Hydrographic Surveying By Jithin Jose
Jithin Jose
 

Similar to Surveying II - Hydrographic surveying Unit -5 (20)

Regular and irregular waves and bulge wave technology
Regular and irregular waves and bulge wave technologyRegular and irregular waves and bulge wave technology
Regular and irregular waves and bulge wave technology
 
Engineering Hydrology : Introduction and measurements
Engineering Hydrology : Introduction and measurementsEngineering Hydrology : Introduction and measurements
Engineering Hydrology : Introduction and measurements
 
Hydrographic Survey
Hydrographic SurveyHydrographic Survey
Hydrographic Survey
 
Measurement of discharge in channels & Design of lined canal
Measurement of discharge in channels & Design of lined canalMeasurement of discharge in channels & Design of lined canal
Measurement of discharge in channels & Design of lined canal
 
30 questions in harbor and shore protection.pptx
30 questions in harbor and shore protection.pptx30 questions in harbor and shore protection.pptx
30 questions in harbor and shore protection.pptx
 
Hydrographic Surveying
Hydrographic SurveyingHydrographic Surveying
Hydrographic Surveying
 
Ocean waves by Ayapilla Murty
Ocean waves by Ayapilla MurtyOcean waves by Ayapilla Murty
Ocean waves by Ayapilla Murty
 
Stream flow
Stream flow Stream flow
Stream flow
 
Physical oceanography
Physical oceanographyPhysical oceanography
Physical oceanography
 
CH-2.pptx
CH-2.pptxCH-2.pptx
CH-2.pptx
 
Hydrographic Surveying By Jithin Jose
Hydrographic Surveying  By Jithin JoseHydrographic Surveying  By Jithin Jose
Hydrographic Surveying By Jithin Jose
 
Breakwater construction
Breakwater constructionBreakwater construction
Breakwater construction
 
SEISMIC METHOD
SEISMIC METHODSEISMIC METHOD
SEISMIC METHOD
 
Coastal terminology lesson 1
Coastal terminology  lesson 1Coastal terminology  lesson 1
Coastal terminology lesson 1
 
Drainage Engineering (darcy's Law)
Drainage Engineering (darcy's Law)Drainage Engineering (darcy's Law)
Drainage Engineering (darcy's Law)
 
3. NATURAL PHENOMENA (PHE) GTU 3170623
3. NATURAL PHENOMENA (PHE) GTU 31706233. NATURAL PHENOMENA (PHE) GTU 3170623
3. NATURAL PHENOMENA (PHE) GTU 3170623
 
The Ocean Currents
The Ocean CurrentsThe Ocean Currents
The Ocean Currents
 
Week2 lecture 3 dredging engineering_13_jun2020
Week2 lecture 3 dredging engineering_13_jun2020Week2 lecture 3 dredging engineering_13_jun2020
Week2 lecture 3 dredging engineering_13_jun2020
 
Topography of ocean floors
Topography of ocean floorsTopography of ocean floors
Topography of ocean floors
 
Hydrographic survey
Hydrographic surveyHydrographic survey
Hydrographic survey
 

Recently uploaded

"Lesotho Leaps Forward: A Chronicle of Transformative Developments"
"Lesotho Leaps Forward: A Chronicle of Transformative Developments""Lesotho Leaps Forward: A Chronicle of Transformative Developments"
"Lesotho Leaps Forward: A Chronicle of Transformative Developments"
mphochane1998
 
Hospital management system project report.pdf
Hospital management system project report.pdfHospital management system project report.pdf
Hospital management system project report.pdf
Kamal Acharya
 
Introduction to Robotics in Mechanical Engineering.pptx
Introduction to Robotics in Mechanical Engineering.pptxIntroduction to Robotics in Mechanical Engineering.pptx
Introduction to Robotics in Mechanical Engineering.pptx
hublikarsn
 
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak HamilCara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Kandungan 087776558899
 
Query optimization and processing for advanced database systems
Query optimization and processing for advanced database systemsQuery optimization and processing for advanced database systems
Query optimization and processing for advanced database systems
meharikiros2
 

Recently uploaded (20)

Introduction to Geographic Information Systems
Introduction to Geographic Information SystemsIntroduction to Geographic Information Systems
Introduction to Geographic Information Systems
 
Introduction to Data Visualization,Matplotlib.pdf
Introduction to Data Visualization,Matplotlib.pdfIntroduction to Data Visualization,Matplotlib.pdf
Introduction to Data Visualization,Matplotlib.pdf
 
"Lesotho Leaps Forward: A Chronicle of Transformative Developments"
"Lesotho Leaps Forward: A Chronicle of Transformative Developments""Lesotho Leaps Forward: A Chronicle of Transformative Developments"
"Lesotho Leaps Forward: A Chronicle of Transformative Developments"
 
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptxS1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
 
Hospital management system project report.pdf
Hospital management system project report.pdfHospital management system project report.pdf
Hospital management system project report.pdf
 
Theory of Time 2024 (Universal Theory for Everything)
Theory of Time 2024 (Universal Theory for Everything)Theory of Time 2024 (Universal Theory for Everything)
Theory of Time 2024 (Universal Theory for Everything)
 
Introduction to Robotics in Mechanical Engineering.pptx
Introduction to Robotics in Mechanical Engineering.pptxIntroduction to Robotics in Mechanical Engineering.pptx
Introduction to Robotics in Mechanical Engineering.pptx
 
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak HamilCara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
 
School management system project Report.pdf
School management system project Report.pdfSchool management system project Report.pdf
School management system project Report.pdf
 
8086 Microprocessor Architecture: 16-bit microprocessor
8086 Microprocessor Architecture: 16-bit microprocessor8086 Microprocessor Architecture: 16-bit microprocessor
8086 Microprocessor Architecture: 16-bit microprocessor
 
Design For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the startDesign For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the start
 
Memory Interfacing of 8086 with DMA 8257
Memory Interfacing of 8086 with DMA 8257Memory Interfacing of 8086 with DMA 8257
Memory Interfacing of 8086 with DMA 8257
 
Path loss model, OKUMURA Model, Hata Model
Path loss model, OKUMURA Model, Hata ModelPath loss model, OKUMURA Model, Hata Model
Path loss model, OKUMURA Model, Hata Model
 
Ground Improvement Technique: Earth Reinforcement
Ground Improvement Technique: Earth ReinforcementGround Improvement Technique: Earth Reinforcement
Ground Improvement Technique: Earth Reinforcement
 
Query optimization and processing for advanced database systems
Query optimization and processing for advanced database systemsQuery optimization and processing for advanced database systems
Query optimization and processing for advanced database systems
 
Augmented Reality (AR) with Augin Software.pptx
Augmented Reality (AR) with Augin Software.pptxAugmented Reality (AR) with Augin Software.pptx
Augmented Reality (AR) with Augin Software.pptx
 
UNIT 4 PTRP final Convergence in probability.pptx
UNIT 4 PTRP final Convergence in probability.pptxUNIT 4 PTRP final Convergence in probability.pptx
UNIT 4 PTRP final Convergence in probability.pptx
 
8th International Conference on Soft Computing, Mathematics and Control (SMC ...
8th International Conference on Soft Computing, Mathematics and Control (SMC ...8th International Conference on Soft Computing, Mathematics and Control (SMC ...
8th International Conference on Soft Computing, Mathematics and Control (SMC ...
 
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
 
Hostel management system project report..pdf
Hostel management system project report..pdfHostel management system project report..pdf
Hostel management system project report..pdf
 

Surveying II - Hydrographic surveying Unit -5

  • 2.  Introduction, shore line survey, soundings methods, gauges,  Equipment required for hydrographic surveying, sounding party  methods of locating soundings  reduction of soundings and plotting of Soundings  problems related to hydrographic surveying. 2
  • 3.  It is the branch of surveying which deals with water bodies e.g. Lake, river etc.  The usual fundamental principles of surveying and levelling are adopted for acquiring data for determination of : 1. Water volume 2. Rate of flow 3. To determine the shape of the area underlying the water surface etc. 3
  • 4. 4
  • 5. 1. To determine the quantities of subaqueous excavations. 2. Measure areas subjected to scouring or silting in harbours or docks 3. Locate rocks and other objects such as buoys, lights etc to aid safe navigation 4. To prepare navigation charts exhibiting the depths available for navigation 5. Control floods, and to plan water supply and storage from rivers. 6. To develop water resources for power, irrigation and recreation 5
  • 6. 1. The measurement of depth of water at various points is termed as sounding. 2. Depth of Sounding is referred to the water level at the time it is made. 3. Thereafter, the soundings are reduced to datum water level, to account for tidal waters which undergo continual change of elevation, with the help of gauges. 4. A number of benchmarks (B.M.) are established at frequent intervals along the shorelines, and gauges are set on them. 6
  • 7. 1. The field work consists of both horizontal as well as vertical control. 2. The horizontal control is established by traversing or triangulation. 3. For vertical control, the tide gauges are kept in operation continuously since the water level at tha gauge must also be known when soundings are recorded. 7
  • 8. 1. These are periodical variations in the water surface of oceans due to the attraction of celestial bodies. 2. The principal tide producing agents are the sun and moon, of which moon is more powerful tide producer. 3. Tides produced by unbalanced attracting forces between the moon and earth are known as lunar tide. 4. Tides produced by unbalanced attracting forces between the sun and earth are known as solar tides. 5. Since the sun and moon act simultaneously, the lunar and solar tides are superimposed. 8
  • 9. 1. At new moon, the sun and moon have the same celestial longitude and cross a meridian of earth at the same instant. 2. The three bodies are in one plane. 3. The high water level of the resulting tide is above the average, whereas the low water level is below the average. 4. The tide is known as spring tide of new moon. 5. Same is the case for full moon. 9
  • 10. 10
  • 11. 1. In about 7.5 days when the moon is in quadrature, the crest of lunar tide co-incides with the trough of a solar tide. 2. High water level is below the average, whereas low water level is above the average. 3. Such a tide is known as neap tide of the first quarter/third quarter. 11
  • 12. 12
  • 13. 1. These are used to determine the exact water surface level. 2. The movement of tides during the time soundings are made. 3. The gauges are read at regular intervals, varying from 10m to 30 min. 13 𝒉 = 𝒉𝟎 + 𝒚𝒄𝒐𝒔(𝟏𝟖𝟎° 𝒕 𝑻 ) h is height of water level at time of sounding 𝒉𝟎 is mean sea level 𝒕 is time between high tide and time of sounding 𝑻 is time between high tide and low tide 𝒚 is rise of tide above MSL
  • 14. 1. These gauges may be non-registering or self registering types. 2. Non registering types requires an observer to record the water level. a) Staff gauge. b) Float gauge c) Weight gauge 14
  • 15. 15 1. Simplest type of gauge. 2. It consists of a graduated board, 150 to 250 mm wide and 100 mm thick, fixed in vertical position.
  • 16. 16
  • 17. 17 1. The float gauge is designed to overcome the difficulty in reading a staff gauge when the intensity of tides is high and the variations of water level is more. 2. It consists of a float to which a graduated vertical staff is attached.
  • 18. 18
  • 19. 19 1. The weight gauge consists a weight attached to brass chain or wire. 2. The chain passes over a pulley, and is laid horizontal along the side of a graduated scale. 3. The weight is lowered to touch the water surface, and the reading is taken on the graduated scale against an index attached to the chain.
  • 20. 20
  • 21. 21 1. Self registering tide gauges automatically record the variation of water level with time.
  • 22. 1. Mean sea level is defined as the main level of the sea obtained by taking the mean of all the heights of tides measured at regular interval of one hour over a stated period (about 19 years) covering entire number of complete tides. 2. Mean sea level shows appreciable variations from day to day, from month to month and even from year to year. 22
  • 23. 1. The process of determining depths below the water surface is called sounding. 2. Sounding is analogous to levelling on land. 3. The reduced level of any point on the bottom of a water body is obtained by subtracting the sounding from the mean sea level. 23
  • 24. 1. Preparation of accurate charts for navigation. 2. Determination of the quantities of the material to be filled. 3. Obtaining information for design of breakwaters, sea wells etc. 24
  • 25. 1. The sounding points should be selected keeping in mind that all the important irregularities are recorded. 2. The soundings are thus made along a series of straight lines at right angles to the shoreline. 3. The spacing between the sounding lines and between the sounding points depends upon the nature of submarine surface as well as on the object of the survey. 4. Usually Spacing between sounding lines is kept 30 m and spacing between sounding points is kept 7.5m to 15 m. 25
  • 27. A range or a range line is the line along which soundings are made. These are usually fixed perpendicular to the shoreline and are parallel to each other. 27
  • 28. 28
  • 29. The essential equipment and instrument employed for taking the sounding may be grouped as : 1. Shore signals and buoys. 2. Sounding equipment. 3. Angle measuring instruments. 29
  • 30.  Shore signal are required to mark range lines.  Each range line is marked with two signals, at some distance apart, along it on each shore.  The signals are usually wooden tripods with a white and coloured flag on the top.  A buoy is a float made of light wood or hollow air tight vessel properly weighted at the bottom, and is anchored in a vertical position by means of wires.  In deep waters, the range lines are marked by a signal at shore and buoys in water. 30
  • 31. 31
  • 32. 1. Sounding boat :  The sounding operation is carried out from a flat bottom boat of low draft.  The boats are generally provided with opening, called wells through which soundings are taken.  The motor should have adequate control both for low speed and for rough waters 32
  • 33. 33
  • 34. 2. Sounding Pole or rod  These are made of strong well seasoned timber usually 5 to 10 cm in diameter and 5 to 8 m in length.  The sounding rods consists of two or three lengths screwed together so that unnecessary length may be removed when not required in shallow water.  A lead shoe of sufficient weight is fitted at the bottom to keep the rod vertical in flowing water, and to avoid sinking in mud or sand.  The graduations on the rod are marked from bottom upwards.  Thus, the reading corresponding to the water surface, is directly the depth of water. 34
  • 35. 3. Lead line It consists of a graduated line or chain to which a lead is attached. Under ordinary tension, when wet, the line should not change its length. Every one feet of the lead is marked with a cloth. The mass of the lead is generally between 5 to 10 kg, depending upon the strength of current and depth of water. A correction is required to be applied to the measured length to get the true depth when using lead line. Due to drag, the measured length will be greater than the true depth. 35
  • 36. 36
  • 37. 4. Weddell’s Sounding machine When there is a lot of sounding work, some form of sounding machine attached to sounding line is used. Weddell’s hand driven machine consists of a cast iron casing carrying on a spindle gun metal barrel. A lead weight (8kg) carried at the end of a flexible wire cord attached to the barrel, can be lowered at a desirable rate, the speed of the drum being controlled by a brake. The spindle is connected through gears to two reading dials. 37
  • 38. The outer dial records the depth in meters and the inner records in centimeters. A standard machine designed to measure maximum depths up to 30m to 40m. 38
  • 39. 39
  • 40. 5. Echo sounding machine / Fathometer  Where the depth of water is too much, an echo sounding machine known as fathometer is used.  It measures the depth below the boat on which it is installed.  It works on the property echo property.  It consists of a transmitter and a receiving oscillator, recorder unit and a power unit.  The sound waves emitted at the surface of the water are recorded back after these return from the underwater surface. 40
  • 41. 5. Echo sounding machine / Fathometer  Since the velocity of sound waves in water is known, the distance travelled by sound waves can be calculated.  D = ½ V t  This method is very accurate and can be used in strong winds.  It is more sensitive than other methods, and produces continuous record in the form of curves when boat is in motion 41
  • 42. 5. Echo sounding machine / Fathometer Advantages of Fathometer : 1. It is more accurate than the lead line. 2. It can be used in strong currents or streams. 3. It is more sensitive than the lead line method. 4. It can be used on days, or in any weather, when the ordinary lead line method would be impossible. 5. It is much more rapid in use than the ordinary method 42
  • 43. 43
  • 44. Most common angle measuring instruments are : 1) Theodolite 2) Prismatic compass 3) Sextant. The theodolite and prismatic compass are not suitable for angle measurements from sounding boats due to instability of rowing boats. Sextant has been found to be most suitable for measuring angle in any plane. 44
  • 45. 45
  • 46. Navigators and surveyors measure angles from sounding boat by sextant only. When observations are made from the shore, theodolite and prismatic compass are used. The sextant used in hydrographic surveying is known as the sounding sextant. It slightly differs in construction from the astronomical sextant. 46
  • 47. Points to be kept in mind while using sextant : 1) Angle measured with a sextant is an oblique unless three points sighted lie in horizontal plane. 2) The size of the angles and length of sights affect the precision of angle measurement. 3) A sextant is not recommended for angle measurements when the angles are less than 15 degrees and the sights are less than 300 m. 4) Vertical angles can also be measured with a sextant in a similar manner to that of horizontal angles. 47