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    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.

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    © All Rights Reserved
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    MATOGDON Discharge Computation

    Uploaded by

    Rhea Celzo
    23 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
    23 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
    of 4

    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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