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Today, we are going to delve into tacheometry. Can anyone tell me what a tacheometer is used for?
Isn't it used to measure distances?
Exactly! A tacheometer allows us to calculate horizontal distances and elevations using angles and stadia measurements. This combines both vertical and horizontal surveying operations. Remember, we can analyze the horizontal distance using the formula: D = S / (tan θ1 - tan θ2), where S is the difference in staff readings.
What’s θ1 and θ2?
Great question! θ1 is the angle of elevation, and θ2 is the angle of depression. This distinction is crucial as it helps us understand the geometry involved.
Can you give us a practical example?
Certainly! Suppose a tacheometer is set up to read a staff held at different heights. The calculated distances change based on these heights. By solving for elevation, we use the formula: Elevation = RL of the instrument axis + V - h. Let's keep these formulas in mind!
Can we use this in real-world situations?
Absolutely! Tacheometry is widely used in engineering, construction, and land surveying to determine clearances, distances, and other crucial data efficiently. Now, think back to our formula—who can recap it?
Moving ahead, let’s focus on calculating horizontal distance. This task relies on accurately measuring angles. Can anyone remind me how we handle different angles?
We use the difference between angles!
Exactly! By subtracting the angles, we can apply them to our formulas. If we know how tall the staff is positioned and the angles observed, we can deduce the necessary horizontal distance using tan values. Let’s practice: If the staff height is 1m and the angles read are 30° and 60°, how would you compute the horizontal distance?
We’d find the difference and apply it to our distance formula!
Spot on! Always remember to adjust for curvature and refraction when calculating.
Now let's pivot to elevation calculations. Why do you think knowing elevation is important for surveying?
It helps in map making and construction planning!
Correct! And using the formula we discussed earlier is how we determine these elevations. If our instrument’s height comprises RL and variable heights, let’s say our staff readings were 1.5 m at the instrument and 1.2 m on the staff; how can we compute this elevation?
We substitute values into the formula! So it looks like: Elevation = [RL of instrument] + [staff reading] - [height].
Exactly how it works! Always check your readings and calculations to ensure accuracy!
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The section elaborates on how to compute the horizontal distance and the elevation of a point using the readings from a tacheometer, emphasizing practical examples and formulas necessary for these calculations.
In surveying, calculating horizontal distances and elevations is crucial for accurate measurements and mapping. The section focuses on the application of a tacheometer—a surveying instrument that combines features of a theodolite and a leveling instrument. By employing vertical angles and stadia readings taken from this instrument, surveyors can derive both the horizontal distance to a point and its elevation above a known reference point. The examples provided guide readers through the necessary calculations and introduce methods such as using angles of elevation and depression to find unknown distances and heights. The importance of corrections for curvature and refraction is also highlighted, ensuring that students understand practical application and precision in surveying tasks.
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The vertical angles to vanes fixed at 1 m and 3 m above the foot of the staff held vertically at station Q were 30°20' and 60°40', respectively from instrument station P. If the elevation of the instrument axis at station P is 101.520 m, calculate (i) the horizontal distance between P and Q, and (ii) the elevation of the staff station Q.
In this example, we need to calculate the horizontal distance and elevation using given vertical angles and heights of two vanes. The angles of depression to the vanes (1 m and 3 m above the ground) indicate how steeply the sight line is directed from the instrument to the vanes. First, we will convert these angles into tangents to find the necessary horizontal distance and vertical changes using trigonometric relationships.
Consider standing on a hill and spotting two objects (like a car and a tree) positioned at different heights below you. The angle to the top of the tree will be different than that of the car, and by measuring these angles and your distance from the base of the hill, you can find out how far away the tree or car is. Similarly, the example calculates these distances using angles.
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D = S / [tan θ₁ – tan θ₂] = 1 / [tan 60°40' - tan 30°20'] = 34.13 m
In this step, 'S' is the difference in height of the vanes (3m - 1m = 1m). We use the tangent function, which relates the opposite side (height difference) to the adjacent side (horizontal distance) in a right triangle. The formula essentially finds how far away 'Q' is from 'P' given the angle of depression. By plugging in the angles into the tangent function and resolving, we can determine the horizontal distance.
If you have a slope and want to find out how far horizontally a person standing at the top is when looking down at someone directly below, using your angle measurements can help calculate this distance.
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V = S tan θ₂ / [tan θ₁ – tan θ₂] = 2 x tan 30°20' / [tan 60°40' - tan 30°20'] = 1.99 m
This step calculates the vertical distance 'V' to the second vane using a similar trigonometric relationship. The height difference over the horizontal distance provides the information needed to find vertical displacement. The calculation considers the angle of depression to the lower vane (1.9995 m or about 2 m of vertical drop) and how that relates back to the first horizontal point. This helps us understand where the elevation stands compared to our initial starting position.
Imagine creating a ramp; finding how high the ramp should rise at different points can be thought of similarly. You take the angles to ensure you can get from one point to another while considering the vertical change.
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Elevation of staff station Q = RL of HI + V – h = 101.520 + 1.99 – 1.0 = 102.510 m
In this final calculation, we determine the elevation of the vane at station Q. The reduced level (RL) represents the height of instrument axis at station P plus the vertical height change (V) we just calculated, minus the height of the V vane at 1 m. This gives us the final elevation of the point we are interested in.
Picture measuring a wall height from above on a balcony. If you know the height of the balcony plus how high the point below is relative to your view (up or down), you can sum this with the known wall height to adjust to find the final height of what you observe from above.
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Key Concepts
Tacheometry: A method for measuring distances and elevations using angles.
Horizontal Distance Formula: D = S / (tan θ1 - tan θ2) to calculate distance based on stadia readings.
Elevation Formula: Elevation calculations enable surveyors to determine heights relative to a reference level.
See how the concepts apply in real-world scenarios to understand their practical implications.
A tacheometer measures 30° and 45° angles. The height of the staff is 1m, allowing the calculation of the horizontal distance.
With a known RL and measured angles from a tacheometer, we can compute the elevation using the formula discussed.
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Tacheometer's way, measure the day, angles and heights come into play.
Imagine a surveyor standing on a hill, using a tacheometer to spot a distant tower. They calculate the height, knowing that the right angles will reveal its might.
Remember 'D E S T I N A T I O N' for Distance = S / (tan θ1 - tan θ2) in tacheometry!
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Review the Definitions for terms.
Term: Tacheometer
Definition:
A telescopic instrument used for measuring distances and angles to determine locations on a map.
Term: RL (Reduced Level)
Definition:
A reference level point, usually the height above sea level used in surveying.
Term: Elevation
Definition:
The height above a fixed reference point, commonly sea level.
Term: Horizontal Distance
Definition:
The distance between two points measured along a horizontal plane.