1 EDM Calculations ASM 215 EDM CALCULATIONS. 2 EDM Calculations HORIZONTAL DISTANCE MEASUREMENT n In plane surveying, the distance between two points.

Slides:



Advertisements
Similar presentations
Finding the Slope of a Line From Two Points
Advertisements

Proving the Distance Formula
Part 2 - Height. - an instrument for measuring heights (of trees)
Distance Reductions. Objectives After this lecture you will be able to: n Determine the spheroidal distance between two points on Earth’s surface from.
Agenda 1) Bell Work 2) Outcomes 3) Trig Ratio Review
MRS SITI KAMARIAH MD SA’AT ERT252 GEOMATIC ENGINEERING.
Errors and Horizontal distance measurement
Projectile Motion Notes
Distance Measuring.
Introduction It is not uncommon for people to think of geometric figures, such as triangles and quadrilaterals, to be separate from algebra; however, we.
Types of angles A Z MLN – Horizontal angle ALM – Vertical angle
3-3 Projectile Motion Two Dimensional Motion of Objects  Projectile Motion – If air resistance is disregarded, projectiles follow parabolic trajectories.
Distance observations
Chapter 6 Electronic Distance Measurement EDM
X marks the spot!.
Topographic instruments
Pilot Balloon Radiosonde Upper Air Measurements. Pilot Balloon: Pibal A pilot balloon can be tracked visually with a single theodolite that measures the.
Module 18 Oblique Triangles (Applications) Florben G. Mendoza.
TERRESTRIAL SURVEYING
8-4 Angles of Elevation and Depression Objective: To use angles of elevation and depression to solve problems Essential Understanding : You can use the.
Section 9-3 Angles of Elevation and Depression SPI 32F: determine the trigonometric ratio for a right triangle needed to solve a real-world problem given.
Angle of Elevation & Angle of Depression
Principles of Surveying
Distance Measuring. Two principles of measuring distance 1) It takes two points to form a line. 2) The shortest distance between two points is a straight.
B ASIC S URVEYING K NOWLEDGE FOR H IGH D EFINITION S CANNING Steven Rames, PE/LS September 12, 2013.
Surveying and Geometry Brittany Crawford-Purcell.
Trigonometric heighting.
8.2 Trigonometric Ratios. Quick Review: What ways can we solve right triangles? 6 9x ⁰ ⁰ ⁰ 10 x ?
SLOPE. Slope (Rate of Change) Variable for slope is m Slope Formula:
Gravity surveys Annie, Sue, Betsy. Regional location Bango Road canal bank V-line canal bank Reno Highway Carson Highway.
GRAVITY RESULTS AND INTERPRETATION SCHURZ, NV BY: DREW JONES AND MARLON RAMOS GPH 492/692, SPRING 2013.
Surveying 1 / Dr. Najeh Tamim CHAPTER 5 ANGLES, DIRECTIONS, AND ANGLE MEASURING EQUIPMENT.
SUBJECT NAME : SURVEYING GROUP NO. 8 ENROLMENT NO. NAME ARCHIT MEWADA ANUJ PATEL HARDIK M PATEL JAIMIN.
Writing Equations of Lines. Find the equation of a line that passes through (2, -1) and (-4, 5).
8.5.1 – Vectors in the Cartesian Plane. The Basics Throughout math and physics, many things may be influenced by more than just a direction or length.
6.3 Vectors in a Plane (part 3) I. Using Angled Vectors (put calculator in degree mode). A) The vector must be in Component form (standard position) B)
5.8 Problem Solving with Right Triangles Angle of elevation horizontal line of sight Angle of depression line of sight.
Solving Problems with Triangles LG: I can use my knowledge of right and oblique triangles to solve problems.
Understanding Contours
How to Navigate a Set of Field Notes….. First the Jargon… Benchmark Backsight Foresight Height of Instrument Elevation Turning Point Station.
Objective To use angles of elevation and depression to solve problems.
9.5: Trigonometric Ratios. Vocabulary Trigonometric Ratio: the ratio of the lengths of two sides of a right triangle Angle of elevation: the angle that.
90 Vertical Horizontal Oblique line a b Angles a + b = 180 o Angles at a Point b = 115 o Angle a = 180 – 115 = 65 o.
Warm Up. True or False? 1.A reflection preserves angle measure. 2.A reflection preserves segment length. 3.A reflection preserves orientation. False True.
Using Tangent The angle formed by a horizontal line and a line of sight to an object above the horizontal line. You can use the angle of elevation as.
6.2 Trig of Right Triangles Part 1. Hypotenuse Opposite Adjacent.
Mrs. King Pre-Calculus Applications of Right Triangles.
Under the guidance of Prof. S. Roy Chowdhury Prepared by. Anjan Mukherjee B.C.E-III, Sec-B2 Roll
Trignometric Levelling
9.3: Calculus with Parametric Equations When a curve is defined parametrically, it is still necessary to find slopes of tangents, concavity, area, and.
Distance Reductions.
TRIGONOMETRIC LEVELLING
Trigonometric leveling
Introduction It is not uncommon for people to think of geometric figures, such as triangles and quadrilaterals, to be separate from algebra; however, we.
Remember graphs are read from left to right like a book
BASIC DISTANCE MEASUREMENT
Finding Lengths of Horizontal Lines on a Coordinate Plane
Literacy Research Memory Skill Practice Stretch!
Angle of Elevation & Angle of Depression
Theodolite - Instrument Checks
Revise No. 1.
Using Coordinates to Prove Geometric Theorems with Slope and Distance
Projectiles.
Elevation and Depression زوايا الأرتفاع والانخفاض
Note 8: Applications A surveying team are trying to find the height of a hill. They take a ‘sight’ on the top of the hill and find that the angle of.
Graphing and equations
Taping Taping.
Calculate, in metres correct to one decimal place, the distance between Sally and Kate. 35° 30° 60°
Taping Taping.
Presentation transcript:

1 EDM Calculations ASM 215 EDM CALCULATIONS

2 EDM Calculations HORIZONTAL DISTANCE MEASUREMENT n In plane surveying, the distance between two points means the horizontal distance. n If the points are at different elevations, then the distance is the horizontal length between plumb lines at the points. n When using an EDM device, corrections to a horizontal distance still need to be made.

3 EDM Calculations REDUCTION OF EDM SLOPE DISTANCE TO HORIZONTAL

4 EDM Calculations DIFFERENCE IN ELEVATION (MEASURING DOWN HILL) n Assume that the difference in instrument height is negligible

5 EDM Calculations DIFFERENCE IN ELEVATION (MEASURING UP HILL) n Assume that the difference in instrument height is negligible

6 EDM Calculations SLOPE ANGLE (MEASURING DOWN HILL) H = L cos  n Assume that the difference in instrument height is negligible

7 EDM Calculations SLOPE ANGLE (MEASURING UP HILL) H = L cos  n Assume that the difference in instrument height is negligible

8 EDM Calculations CORRECTION FOR VERTICAL OFFSET

9 EDM Calculations SLOPE ANGLE (MEASURING DOWN HILL) H = L cos  n Assume that the vertical offset between the theodolite and the EDMI is negligible

10 EDM Calculations SLOPE ANGLE (MEASURING UP HILL) H = L cos  n Assume that the vertical offset between the theodolite and the EDMI is negligible