Plane and Applied Surveying 2
Trigonometric Levelling theory
-What is Trigonometric Levelling.
-Measurement Using Trigonometry.
Measurement Using Trigonometry.
-The vertical angle and the slope distance between the two points are measured.
-If You Are Able To Get to the base of the Tower Or The Building.
Trigonometric Levelling
I- If base of the object is accessible:
1. Instrument at station A is lower than station B.
The three points (A, B, and O) are on the same vertical plane
2 Instrument at point B is lower than A.
The three points (A, B, and O) are on the same vertical plane.
3. If the two instrument heights were at the same level.
*Example:
Find the vertical height of electrical column over a hill. The reading is taken from two
instrument station (P, and R), and the horizontal distance between thereof is (60 m). The
horizontal angle of RPQ = 60°30′
, and the horizontal angle of PRQ = 68°18′
. The vertical
angle from P to Q =10°12′
, and the vertical angle from R to Q = 10°48′
.
Find the reduced level of point Q if the reduced level of (B.M) = 435.065m and the staff
reading from P and Rare (1.965, and 2.055) m respectively. And then check the result.
Asst. Prof. Salar K.Hussein
Mr. Kamal Y.Abdullah
Asst.Lecturer. Dilveen H. Omar
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
Plane and Applied surveying 2
Trigonometric Levelling Practical Part.
Report number(3)
Report name :
Apparatus
Theodolite instruments 1 No.
Range poles 1 No.
Tripod 2 Nos.
Surveyors’ pins 4 Nos.
Hammer 1 No.
Tape 1 No.
Object: The object is to measure the height of an inaccessible and accessible building using theodolite and measuring angles for the following cases:
1. Base of object is accessible.
2. Base of object is not accessible and the three points are on same vertical plane.
3. Base of object is not accessible and the three points are not on same vertical
plane.
-Procedure.
-Procedure for case 2.
-Procedure for case 3.
-Field Note Table.
Calculation For Case 1
I- If base of the object is accessible:
Calculation For Case 2
Case 2. The three points (A, B, and O) are on the same vertical plane.
-Calculations For case 3.
Asst. Prof. Salar K.Hussein
Mr. Kamal Y.Abdullah
Asst.Lecturer. Dilveen H. Omar
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
Introduction, purpose, principle, instruments, methods of tacheometry, stadia constants, anallatic lens, Subtense bar, field work in tacheometry, reduction of readings, errors and precisions.
Plane and Applied surveying 2
Trigonometric Levelling Practical Part.
Report number(3)
Report name :
Apparatus
Theodolite instruments 1 No.
Range poles 1 No.
Tripod 2 Nos.
Surveyors’ pins 4 Nos.
Hammer 1 No.
Tape 1 No.
Object: The object is to measure the height of an inaccessible and accessible building using theodolite and measuring angles for the following cases:
1. Base of object is accessible.
2. Base of object is not accessible and the three points are on same vertical plane.
3. Base of object is not accessible and the three points are not on same vertical
plane.
-Procedure.
-Procedure for case 2.
-Procedure for case 3.
-Field Note Table.
Calculation For Case 1
I- If base of the object is accessible:
Calculation For Case 2
Case 2. The three points (A, B, and O) are on the same vertical plane.
-Calculations For case 3.
Asst. Prof. Salar K.Hussein
Mr. Kamal Y.Abdullah
Asst.Lecturer. Dilveen H. Omar
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
Introduction, purpose, principle, instruments, methods of tacheometry, stadia constants, anallatic lens, Subtense bar, field work in tacheometry, reduction of readings, errors and precisions.
Surveying Engineering
Traversing Practical part 1
Plane and Applied surveying 2
Report number(2)
• Report name :Gales Traverse Table(Horizontal angle
measurement (FL)of closed traversing
• Apparatus
• Theodolite Instrument
• Tripod
• Compass
• Pin
• Tape
• Range pole
Object
• To conducted survey work in a closed traversing and calculate
in depend coordinates and area calculation by coordinate rule.
Procedure Traverse;
Calculations Traverse .Dada Sheet and Table method work clock wise surveying
-Gales Traverse Table.
*Traverse Calculations
-Traverse Calculation.
-Coordinate conversions.
-Signs of Departures and Latitudes.
*Balancing latitude and departure
-Correction for ∆E& ∆N:
Bowditch adjustment or compass method
-The example…
-Vector components (pre-adjustment)
*The adjustment components
Prepared by:
Asst. Prof. Salar K.Hussein
Mr. Kamal Y.Abdullah
Asst.Lecturer. Dilveen H. Omar
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
in this section the study of the various classification of the surveying. which based the surveying is classified and how many types of the surveying? all this is presented in this slide.
and that slide how it work?
Surveying Engineering
Traversing Practical part 1
Plane and Applied surveying 2
Report number(2)
• Report name :Gales Traverse Table(Horizontal angle
measurement (FL)of closed traversing
• Apparatus
• Theodolite Instrument
• Tripod
• Compass
• Pin
• Tape
• Range pole
Object
• To conducted survey work in a closed traversing and calculate
in depend coordinates and area calculation by coordinate rule.
Procedure Traverse;
Calculations Traverse .Dada Sheet and Table method work clock wise surveying
-Gales Traverse Table.
*Traverse Calculations
-Traverse Calculation.
-Coordinate conversions.
-Signs of Departures and Latitudes.
*Balancing latitude and departure
-Correction for ∆E& ∆N:
Bowditch adjustment or compass method
-The example…
-Vector components (pre-adjustment)
*The adjustment components
Prepared by:
Asst. Prof. Salar K.Hussein
Mr. Kamal Y.Abdullah
Asst.Lecturer. Dilveen H. Omar
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
in this section the study of the various classification of the surveying. which based the surveying is classified and how many types of the surveying? all this is presented in this slide.
and that slide how it work?
surveying_module-3-trigonometric-leveling by Denis Jangeed.pdfDenish Jangid
surveying_module-3-Trigonometric leveling by Denis Jangeed
Methods of Observation
Method of determining the elevation of
To obtain R.L of top of a ten storeyed building
following observation were taken.
Indirect levelling on a rough
terrain
a point by theodolite
• There are main three cases to determine the
R.L of any point.
• Case : 1 :- Base of Object accessible.
• Case : 2 :- Base of object inaccessible,
instrument station in the vertical plane as the
elevated object.
• Case : 3 :- Base of the object inaccessible ,
instrument stations not in the same vertical
plane as the elevated object.
There may be two case
A. Instrument axis at same level
B. Instrument axis at different level
Angle of elevation
Height of the instrument
Calculate reduce level of the top of the tower
from the following data.
Indirect levelling on a steep slope
LABORATORY MANUAL FOR SURVEYING-II
AS PER DBATU's Syllabus.. all experiments and field work-related data will be helpful by this manual to all BTECH. Students belong to DBATU, Lonere
This is based on the surveying branch.. which shows 3 cases here.. for civil engineering students .. and as well as also who want to know about what is Trigonometric leveling..
Introduction to Surveying LEVELLING PROCEDURESBahzad5
Introduction to Surveying LEVELLING PROCEDURES
Review of levelling
• In this lecture we will cover :
Equipment and procedures
Purposes of levelling
Some definitions
Reading a staff
Temporary adjustment of level
Booking and reduction
Methods of booking
Applications
Leveling:-
Leveling defined as an operation for the measurement of the
difference in the elevation between points or for the determination
of the elevation of certain points above some given plane or
surface known as the datum surface , generally is taken as the
mean sea level (M S L)
Leveling
Is a type of surveying which is carried out for finding difference in
heights in engineering projects. Leveling is required for various
purposes such as for
calculation of the depth of cutting and fillings, for setting out
grades for sewerage and pipe lines, etc.
Types of Leveling and Application
I. Direct Methods :
II. Indirect Leveling
1. Simple Levelling .
2. Compound Levelling or Differential Levelling.
3.Flying Levelling.
4-Contours map
5. Longitudinal or profile Levelling.
6. Cross-section Levelling.
7.Reciprocal Levelling.
8-Precise Levelling.
Level instrument
Types of Level Instruments & Parts of level instrument
1. Dumpy Level
2. Tilting Level
3. Automatic Level
4. Electronic Level
5. Hand Level
6-Digital level
-Temporary adjustment of level.
-The procedure is repeated.. till the bubble remains in the center in both the positions.
-Leveling staves
*Types of Staff (Rod).
Reading Staff.
What is Leveling?
Prepared by:
Asst. Prof. Salar K.Hussein
Mr. Kamal Y.Abdullah
Asst.Lecturer. Dilveen H. Omar
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
دليل تجارب الاسفلت المختبرية - Asphalt Experiments Guide LaboratoryBahzad5
الجامعة التكنولوجية
قسم هندسة البناء والإنشاءات
فرع هندسة الطرق والجسور
مختبر الأسفلت
دليل تجارب الاسفلت المختبرية
Asphalt Experiments Guide Laboratory
:أعداد
م.د. زينب ابراهيم قاسم
م شرف مختبر الاسفلت
University of Technology
Building and Construction
Engineering Department
Highways and Bridges Engineering Branch
Asphalt Laboratory
CONDITIONS OF CONTRACT FOR WORKS OF CIVIL ENGINEERING CONSTRUCTIONBahzad5
FEDERATION INTERNATIONALE DES INGENIEURS-CONSEILS
CONDITIONS OF CONTRACT
FOR WORKS OF CIVIL
ENGINEERING CONSTRUCTION
PART I GENERAL CONDITIONS
WITH FORMS OF TENDER AND AGREEMENT
FOURTH EDITION 1987
Reprinted 1988 with editorial amendments
Reprinted 1992 with further amendments
الشروط العامة لمقاولات اعمال الهندسة المدنيةBahzad5
الشروط العامة لمقاولات اعمال الهندسة المدنية ((بقسميها الاول والثاني)) المعدة من وزارة التخطيط مع اخر التعديلات عليها بغداد 2002
توزيع المكتبة القانونية - بغداد
GENERAL CONDITIONS FOR CONTRACTS OF CIVIL ENGINEERING WORKS Bahzad5
REPUBLIC OF IRAQ
MINISTRY OF PLANNING
LEGAL DEPARTMENT
GENERAL CONDITIONS
FOR
CONTRACTS OF CIVIL ENGINEERING WORKS
PART I & II
PREPARED BY SPECIAL COMMITTEE AND
APPROVED BY THE PLANNING BOARD
JUNE 1973
Dar Al-Hurriyah
Al-Jamhurriyah Press, Baghdad
The Planning Board at its fifth meeting held on 12/6/1972 approved
these conditions vide resolution No. 2 and enforced the distribution
thereof to Ministries and Public establishments to act accordingly when
announcing tenders and adhering to the application thereof in all
contracts of civil engineering works together with the observance of
accuracy in the application of the second part for these conditions as to
harmonize with the volume and nature of each contract.
About
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Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
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Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
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Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
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Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Trigonometric Levelling theory
1. 1
Erbil Polytechnic University
aErbil Polytechnic University
Technical Engineering College
Civil Engineering Department
l Engineering College
Civil Engineering Department
?
?
Prepared by
Assist. Prof. Salar Khudhur Hussein
Assist. Lecturer Mr. Kamal Yaseen
Plane and Applied Surveying 2
2. What is Trigonometric Levelling:
• Trigonometric leveling is the process of determining the differences
of elevation of stations from observed vertical angle and known
distance.
The vertical angle and the horizontal angle are measured by mean
of theodolite
Relative heights are calculated using trigonometric function
2
3. Measurement Using Trigonometry
• Sometimes, it is hard to measure the height of an object because the object
is too tall to measure directly. However, by using math, it is possible to find
the height without measuring it directly. Trigonometry could be a way to find
the height without actually measuring the height
3
4. Trigonometric Levelling:
Trigonometric leveling is used for the following cases:
1. Difficult terrain, such as mountainous areas, prevent the use of traditional differential
leveling.
2. The height difference is large but the horizontal distance is short such as height to tower
or a tall building.
4
5. The vertical angle and the slope distance between the two points are
measured
• a. Electromagnetic distance measurers (EDM) is used to measure the slope
distance .
b. Theodolite is used to measure the vertical (or
zenith) angle.
• The purpose of trigonometric leveling is to find the invisible distance, where
cannot be measured directly, and it is also used to find the vertical distance.
5
6. .
If You Are Able To Get to the base of the
Tower Or The Building
STEP 1
Set up your theodolite over a ground mark and take Vertical angle to the top of the
building and Vertical angle to the bottom of the building.
STEP 2
Measure the horizontal distance from the building to the ground mark (instrument
station).
STEP 3
Calculate the vertical distance(height). It is required to break the formula down in to
two right angle triangles.
As shown in the figure 1.
6
7. Trigonometric Levelling
I- If base of the object is accessible:
• 𝑆1 = 𝐷 tan ∝
• 𝑆2 = 𝐷 tan 𝛽
• ℎ = 𝑆1 + 𝑆2
• ℎ = 𝐷 (tan ∝ + tan 𝛽) figure 1
7
8. II- If base of object is not accessible:
In this case the instrument is fix at two different points.
It should be noted that the two instrument station (A,
and B) and the object(O) are at the same vertical line.
The following notes should be considered:
• Distance is unknown, cannot be measured.
8
9. 𝑆 = 𝑟2 − 𝑟1 = 𝐻1 − 𝐻2
𝐻1 = 𝐷 tan ∝ ……………… (1)
𝐻2 = (𝑑 + 𝐷) tan𝛽 ……… (2)
Subtract equation 1 and 2
𝐻1 − 𝐻2 = 𝐷 tan ∝ − 𝑑 tan 𝛽 − 𝐷 tan 𝛽
𝑆 + 𝑑 tan 𝛽 = 𝐷 (tan ∝ − tan 𝛽)
𝐷 =
𝑆 + 𝑑 tan 𝛽
tan ∝ − tan 𝛽 9
II.1. Instrument at station A is lower than station B.
The three points (A, B, and O) are on the same vertical plane.
B A O
10. 𝑆 = 𝑟1 − 𝑟2 = 𝐻2 − 𝐻1
𝐻2 = (𝑑 + 𝐷) tan 𝛽 ……… (1)
𝐻1 = 𝐷 tan ∝ ……………… (2)
Subtract equation 1 and 2
𝐻2 − 𝐻1 = 𝐷 tan 𝛽 + 𝑑 tan 𝛽 − 𝐷 tan ∝
𝑆 − 𝑑 tan 𝛽 = 𝐷 (tan 𝛽 − tan ∝)
𝐷 =
𝑆 − 𝑑 tan 𝛽
tan 𝛽 − tan ∝ 10
II-2 Instrument at point B is lower than A.
The three points (A, B, and O) are on the same vertical plane.
B A O
11. II.3. If the two instrument heights were at the
same level.
𝐷 =
𝑑 tan 𝛽
tan ∝ − tan 𝛽
𝑅𝐿𝑜 = 𝐻. 𝐼 + 𝐻 Where S = 0
11
12. If the base of object is not accessible:
The three instrument stations and object are not on the same vertical plane.
Distance (D1, and D2) between instrument stations and the object station are
unknown.
12
13. Measure the horizontal distance between instrument station (A, and B)
Measure horizontal angle (θ1, and θ2)
θ1= OBA , θ2= BAO
Δ ABO’ θ = 180 – (θ1+ θ2)
Use (Sin Rule):
sin 𝜃
𝑑
=
sin 𝜃1
𝐷1
=
sin 𝜃2
𝐷2
13
Plan
14. 14
Find D1, and D2
𝐻1 = 𝐷1 tan ∝ ……………… (1)
𝐻2 = 𝐷2 tan 𝛽 ……… (2)
𝑅𝐿𝑜 = 𝐻. 𝐼𝐴 + 𝐻1
To check: 𝐻. 𝐼𝐴 = 𝑅𝐿𝐵.𝑀 + 𝑟1
15. • Example:
Find the vertical height of electrical column over a hill. The reading is taken from two
instrument station (P, and R), and the horizontal distance between thereof is (60 m). The
horizontal angle of RPQ = 60°
30′
, and the horizontal angle of PRQ = 68°
18′
. The vertical
angle from P to Q =10°
12′
, and the vertical angle from R to Q = 10°
48′
.
Find the reduced level of point Q if the reduced level of (B.M) = 435.065m and the staff
reading from P and Rare (1.965, and 2.055) m respectively. And then check the result.
15
16. Δ ABO’
θ = 180 – (θ1+ θ2)
θ = 180 – (68°
18′
+60°
30′
) = 51°
12′
Use (sin Rule):
sin 51°12′
𝑑
=
sin 68°18′
𝐷1
=
sin 60°30′
𝐷2
D1 = 71.5 m
D2 = 66.90 m
16