8. Reciprocal leveling between points A and B, located on opposite banks of a wide river gives the following readings in meters. From the first setup near A: on A, 0.993; on B, 2.076, 2.077, and 2.078. For the set-up near B the readings are: on B, 2.549; on A. 1.463, 1.462, and 1.463. If the elevation of A is 925.28 meters determine the true difference in elevation between the two points and the elevation of B. fat Instr Set up JEV925.28m- 2nd Instr- Setup (Unknown Elev)
8. Reciprocal leveling between points A and B, located on opposite banks of a wide river gives the following readings in meters. From the first setup near A: on A, 0.993; on B, 2.076, 2.077, and 2.078. For the set-up near B the readings are: on B, 2.549; on A. 1.463, 1.462, and 1.463. If the elevation of A is 925.28 meters determine the true difference in elevation between the two points and the elevation of B. fat Instr Set up JEV925.28m- 2nd Instr- Setup (Unknown Elev)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter15: Slope Stability
Section: Chapter Questions
Problem 15.28P
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Transcribed Image Text:8. Reciprocal leveling between points A and B, located on opposite banks of a wide river
gives the following readings in meters. From the first setup near A: on A, 0.993; on B,
2.076, 2.077, and 2.078. For the set-up near B the readings are: on B, 2.549; on A.
1.463, 1.462, and 1.463. If the elevation of A is 925.28 meters determine the true
difference in elevation between the two points and the elevation of B.
fat Instr
Set up
JEV925.28m-
2nd Instr-
Setup
(Unknown Elev)
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