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TITLE: CAPACITY OF RESERVOIR BY CROSS-SECTIONS PROBLEM: The NAWASA Engineers conducted a hydrographic survey on one of the reservoirs in order to determine its capacity and to check out whether this reservoir is capable of serving the water needs of the adjacent municipalities. Parallel ranges were established along the reservoir and sounding was taken at certain distances as shown in the accompanying table. Section - 1 Distance from RP (m) 0 Section - 2 Distance from RP (m) 0 7.5 15.8 20.1 25.2 Section - 3 Distance from RP (m) 0 4.2 13.4 27.6 35.4 Depth of Water (m) 0 (W.E.) Depth of Water (m) 0 (W.E.) 1.1 3.9 2.3 0 (W.E.) Depth of Water (m) 0 (W.E.) 1.2 3.9 5.8 2.3

TITLE: CAPACITY OF RESERVOIR BY CROSS-SECTIONS PROBLEM: The NAWASA Engineers conducted a hydrographic survey on one of the reservoirs in order to determine its capacity and to check out whether this reservoir is capable of serving the water needs of the adjacent municipalities. Parallel ranges were established along the reservoir and sounding was taken at certain distances as shown in the accompanying table. Section - 1 Distance from RP (m) 0 Section - 2 Distance from RP (m) 0 7.5 15.8 20.1 25.2 Section - 3 Distance from RP (m) 0 4.2 13.4 27.6 35.4 Depth of Water (m) 0 (W.E.) Depth of Water (m) 0 (W.E.) 1.1 3.9 2.3 0 (W.E.) Depth of Water (m) 0 (W.E.) 1.2 3.9 5.8 2.3

Applications and Investigations in Earth Science (9th Edition)
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
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HIGHER SURVEYING

TITLE: CAPACITY OF RESERVOIR BY CROSS-SECTIONS PROBLEM: The NAWASA Engineers conducted a hydrographic survey on one of the reservoirs in order to determine its capacity and to check out whether this reservoir is capable of serving the water needs of the adjacent municipalities. Parallel ranges were established along the reservoir and sounding was taken at certain distances as shown in the accompanying table. Section - 1 Distance from RP (m) 0 Section - 2 Distance from RP (m) 0 7.5 15.8 20.1 25.2 Section - 3 Distance from RP (m) 0 4.2 13.4 27.6 35.4 40.1 46.2 Depth of Water (m) 0 (W.E.) Depth of Water (m) 0 (W.E.) 1.1 3.9 2.3 0 (W.E.) Depth of Water (m) 0 (W.E.) 1.2 3.9 5.8 2.3 1.9 0 (W.E.)
Transcribed Image Text:TITLE: CAPACITY OF RESERVOIR BY CROSS-SECTIONS PROBLEM: The NAWASA Engineers conducted a hydrographic survey on one of the reservoirs in order to determine its capacity and to check out whether this reservoir is capable of serving the water needs of the adjacent municipalities. Parallel ranges were established along the reservoir and sounding was taken at certain distances as shown in the accompanying table. Section - 1 Distance from RP (m) 0 Section - 2 Distance from RP (m) 0 7.5 15.8 20.1 25.2 Section - 3 Distance from RP (m) 0 4.2 13.4 27.6 35.4 40.1 46.2 Depth of Water (m) 0 (W.E.) Depth of Water (m) 0 (W.E.) 1.1 3.9 2.3 0 (W.E.) Depth of Water (m) 0 (W.E.) 1.2 3.9 5.8 2.3 1.9 0 (W.E.)
Section - 4 Distance from RP (m) 0 5.6 17.5 26.7 34.1 Section - 5 Distance from RP (m) 0 Cross - Section Section 1 to 2 Section 2 to 3 Section 3 to 4 Section 4 to 5 Depth of Water (m) 0 (W.E.) 3.3 REQUIRED: a) Sketch of the reservoir b) Volume of the reservoir using End-Area method c) Volume of the reservoir using Prismoidal Formula 5.1 2.6 0 (W.E.) Depth of Water (m) 0 (W.E.) Length (m) 11.1 13.9 15.9 16.6
Transcribed Image Text:Section - 4 Distance from RP (m) 0 5.6 17.5 26.7 34.1 Section - 5 Distance from RP (m) 0 Cross - Section Section 1 to 2 Section 2 to 3 Section 3 to 4 Section 4 to 5 Depth of Water (m) 0 (W.E.) 3.3 REQUIRED: a) Sketch of the reservoir b) Volume of the reservoir using End-Area method c) Volume of the reservoir using Prismoidal Formula 5.1 2.6 0 (W.E.) Depth of Water (m) 0 (W.E.) Length (m) 11.1 13.9 15.9 16.6
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TITLE: CAPACITY OF RESERVOIR BY CROSS-SECTIONS PROBLEM: The NAWASA Engineers conducted a hydrographic survey on one of the reservoirs in order to determine its capacity and to check out whether this reservoir is capable of serving the water needs of the adjacent municipalities. Parallel ranges were established along the reservoir and sounding was taken at certain distances as shown in the accompanying table. Section - 1 Distance from RP (m) 0 Section - 2 Distance from RP (m) 0 7.5 15.8 20.1 25.2 Section - 3 Distance from RP (m) 0 4.2 13.4 27.6 35.4 40.1 46.2 Depth of Water (m) 0 (W.E.) Depth of Water (m) 0 (W.E.) 2.9 6.2 4.4 0 (W.E.) Depth of Water (m) 0 (W.E.) 3.4 4.1 7.3 2.8 1.1 0 (W.E.)
Transcribed Image Text:TITLE: CAPACITY OF RESERVOIR BY CROSS-SECTIONS PROBLEM: The NAWASA Engineers conducted a hydrographic survey on one of the reservoirs in order to determine its capacity and to check out whether this reservoir is capable of serving the water needs of the adjacent municipalities. Parallel ranges were established along the reservoir and sounding was taken at certain distances as shown in the accompanying table. Section - 1 Distance from RP (m) 0 Section - 2 Distance from RP (m) 0 7.5 15.8 20.1 25.2 Section - 3 Distance from RP (m) 0 4.2 13.4 27.6 35.4 40.1 46.2 Depth of Water (m) 0 (W.E.) Depth of Water (m) 0 (W.E.) 2.9 6.2 4.4 0 (W.E.) Depth of Water (m) 0 (W.E.) 3.4 4.1 7.3 2.8 1.1 0 (W.E.)
Section - 4 Distance from RP (m) 0 5.6 17.5 26.7 34.1 Section - 5 Distance from RP (m) 0 Cross Section Section 1 to 2 Section 2 to 3 Section 3 to 4 Section 4 to 5 Depth of Water (m) 0 (W.E.) 4.8 5.0 3.4 0 (W.E.) Depth of Water (m) 0 (W.E.) Length (m) 14.9 17.9 9.8 10.1 REQUIRED: a) Sketch of the reservoir b) Volume of the reservoir using End-Area method c) Volume of the reservoir using Prismoidal Formula
Transcribed Image Text:Section - 4 Distance from RP (m) 0 5.6 17.5 26.7 34.1 Section - 5 Distance from RP (m) 0 Cross Section Section 1 to 2 Section 2 to 3 Section 3 to 4 Section 4 to 5 Depth of Water (m) 0 (W.E.) 4.8 5.0 3.4 0 (W.E.) Depth of Water (m) 0 (W.E.) Length (m) 14.9 17.9 9.8 10.1 REQUIRED: a) Sketch of the reservoir b) Volume of the reservoir using End-Area method c) Volume of the reservoir using Prismoidal Formula
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