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MATOGDON Discharge Computation

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Rhea Celzo

This document contains measurements of depth, velocity, width, area, mean velocity, and discharge from a riverbed cross section survey of the Talisay Dam in Daet, Camarines Norte, Philippines. Depth and width measurements were taken at 7 points along the cross section. Velocity was measured at each depth point. Area, mean velocity, and discharge were computed for each point. The total discharge measured was 1.0927 cubic meters per second.

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MATOGDON Discharge Computation

Uploaded by

Rhea Celzo
27 views4 pages
This document contains measurements of depth, velocity, width, area, mean velocity, and discharge from a riverbed cross section survey of the Talisay Dam in Daet, Camarines Norte, Philippines. Depth and width measurements were taken at 7 points along the cross section. Velocity was measured at each depth point. Area, mean velocity, and discharge were computed for each point. The total discharge measured was 1.0927 cubic meters per second.

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This document contains measurements of depth, velocity, width, area, mean velocity, and discharge from a riverbed cross section survey of the Talisay Dam in Daet, Camarines Norte, Philippines. Depth and width measurements were taken at 7 points along the cross section. Velocity was measured at each depth point. Area, mean velocity, and discharge were computed for each point. The total discharge measured was 1.0927 cubic meters per second.

Copyright:

© All Rights Reserved
Download as XLSX, PDF, TXT or read online from Scribd
Download as xlsx, pdf, or txt
27 views4 pages

MATOGDON Discharge Computation

Uploaded by

Rhea Celzo
This document contains measurements of depth, velocity, width, area, mean velocity, and discharge from a riverbed cross section survey of the Talisay Dam in Daet, Camarines Norte, Philippines. Depth and width measurements were taken at 7 points along the cross section. Velocity was measured at each depth point. Area, mean velocity, and discharge were computed for each point. The total discharge measured was 1.0927 cubic meters per second.

Copyright:

© All Rights Reserved
Download as XLSX, PDF, TXT or read online from Scribd
Download as xlsx, pdf, or txt
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0 0.

1
1 0.52
2 1.05 0.00
0.10 RIV ERBED SEC TIO N
3 1.20
4 1.03 0.52

DEPTH
5 0.76 0.76
5.9 0.00 1.05 1.03
1.20

WIDTH
DTRIS - TALISAY DAM
Daet, Camarines Norte
June 1, 2020

RIV ERBED SECTION


0.00
0.10

0.52
DEPTH

0.76

1.05 1.03

1.20

WIDTH

MEASUREMENTS:
DEPTH (M) (M/S) (M/S) (M/S) WIDTH (M)
D0 = 0.10 V1 = V2 = 0.001 V3 = W0 = 0.00
D1 = 0.52 V1 = 0.084 V2 = 0.164 V3 = 0.172 W1 = 1.00
D2 = 1.05 V1 = 0.275 V2 = 0.324 V3 = 0.328 W2 = 2.00
D3 = 1.20 V1 = 0.284 V2 = 0.328 V3 = 0.319 W3 = 3.00
D4 = 1.03 V1 = 0.186 V2 = 0.230 V3 = 0.230 W4 = 4.00
D5 = 0.76 V1 = 0.088 V2 = 0.097 V3 = 0.119 W5 = 5.00
D6 = 0.00 V1 = V2 = 0.001 V3 = W5 = 5.90

COMPUTATION: AREA MEAN VELOCITY DISCHARGE


(SQ.M.) (M/S) (CU.M./S)
A0 = 0.0000 Vm = 0.0010 Q = 0.0000
A1 = 0.5200 Vm = 0.1460 Q = 0.0759
A2 = 1.0500 Vm = 0.3128 Q = 0.3284
A3 = 1.2000 Vm = 0.3148 Q = 0.3778
A4 = 1.0300 Vm = 0.2300 Q = 0.2369
A5 = 0.7600 Vm = 0.0970 Q = 0.0737
A6 = 0.0000 Vm = 0.0010 Q = 0.0000

TOTAL DISCHARGE = 1.0927 CU.M./S

Discharge Measurements By:

RHEA JOY B. CELZO


SENIOR ENGINEER A
DEPTH AREA V WETTED PERIMWIDTH Q AREA
10 0.177 2.05
20 0.115
30 0.248
40 0.221
50 0.257
60 0.23
70 0.266
80 0.275
90 0.248
100 0.221 5.05

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