header

Dr. Victor Miguel Ponce

4713. BACKWATER Sample Data Set

    Input:

  • Discharge Q:  500.
  • Downstream stage yd : 102.73
  • Number of cross sections n :  11
  • Data for 11 cross sections (records a, b, and c for each cross section): 

    section 00000
    1000. 0.045 0.03 0.045 1005. 1315. 8
    110.00 0. 105.00 5. 105.00 1005. 100.00 1010. 100.00 1310. 105.00 1315. 105.00 2315. 110.00 2320.
    section 01000
    1000. 0.045 0.03 0.045 1005. 1315. 8
    109.95 0. 104.95 5. 104.95 1005. 99.95 1010. 99.95 1310. 104.95 1315. 104.95 2315. 109.95 2320.
    section 02000
    1000. 0.045 0.03 0.045 1005. 1315. 8
    109.90 0. 104.90 5. 104.90 1005. 99.90 1010. 99.90 1310. 104.90 1315. 104.90 2315. 109.90 2320.
    section 03000
    1000. 0.045 0.03 0.045 1005. 1315. 8
    109.85 0. 104.85 5. 104.85 1005. 99.85 1010. 99.85 1310. 104.85 1315. 104.85 2315. 109.85 2320.
    section 04000
    1000. 0.045 0.03 0.045 1005. 1315. 8
    109.80 0. 104.80 5. 104.80 1005. 99.80 1010. 99.80 1310. 104.80 1315. 104.80 2315. 109.80 2320.
    section 05000
    1000. 0.045 0.03 0.045 1005. 1315. 8
    109.75 0. 104.75 5. 104.75 1005. 99.75 1010. 99.75 1310. 104.75 1315. 104.75 2315. 109.75 2320.
    section 06000
    1000. 0.045 0.03 0.045 1005. 1315. 8
    109.70 0. 104.70 5. 104.70 1005. 99.70 1010. 99.70 1310. 104.70 1315. 104.70 2315. 109.70 2320.
    section 07000
    1000. 0.045 0.03 0.045 1005. 1315. 8
    109.65 0. 104.65 5. 104.65 1005. 99.65 1010. 99.65 1310. 104.65 1315. 104.65 2315. 109.65 2320.
    section 08000
    1000. 0.045 0.03 0.045 1005. 1315. 8
    109.60 0. 104.60 5. 104.60 1005. 99.60 1010. 99.60 1310. 104.60 1315. 104.60 2315. 109.60 2320.
    section 09000
    1000. 0.045 0.03 0.045 1005. 1315. 8
    109.55 0. 104.55 5. 104.55 1005. 99.55 1010. 99.55 1310. 104.55 1315. 104.55 2315. 109.55 2320.
    section 10000
    0. 0.045 0.03 0.045 1005. 1315. 8
    109.50 0. 104.50 5. 104.50 1005. 99.50 1010. 99.50 1310. 104.50 1315. 104.50 2315. 109.50 2320.

  • Comments:  Paraguay river dredging project, baseline data (normal flow), 11 cross sections, 1000-m distance each.

    Results:

    NumberCross-section identifiervelocity (m/s)hydraulic radius (m)water-surface slope water-surface elevation (m)
    1 section 00000 0.508 3.184 0.000050 103.230
    2 section 01000 0.508 3.185 0.000050 103.180
    3 section 02000 0.508 3.185 0.000050 103.130
    4 section 03000 0.508 3.185 0.000050 103.080
    5 section 04000 0.508 3.184 0.000050 103.030
    6 section 05000 0.508 3.185 0.000050 102.980
    7 section 06000 0.508 3.185 0.000050 102.930
    8 section 07000 0.508 3.185 0.000050 102.880
    9 section 08000 0.508 3.185 0.000050 102.830
    10 section 09000 0.508 3.184 0.000050 102.780
    11 section 10000 0.508 3.185 0.000050 102.730

RUN!

Click  -here- to go to V. M. Ponce's website.


engineering engineering engineering engineering ISMAP

Aerospace | Civil | Electrical | Mechanical | Search