Calcule Baze
9
N= 19 Puncte CTN CTNref+ Distante( Cumulat 1 77.34 7.34 2 77.08 7.08 9.4 9.4 3 76.28 6.28 3.4 12.8 4 72.91 70 2.91 3.85 16.65 5 71.1 1.1 6 22.65 6 70.5 0.5 4.8 27.45 7 72.54 2.54 5.4 32.85 8 72.91 2.91 2.9 35.75 9 77.02 7.02 2.9 38.65 10 77.62 7.62 6.9 45.55 p total l perim A(mp) P(m) R(m) n i 30.08 14.73 72.50 16.703 15.35 1.088143322 0.04 0.005 39.31 19.26 73.00 25.327 20.05 1.26319202 41.6 20.19 73.50 35.168 21.41 1.642596917 43.9 21.11 74.00 45.56 22.79 1.999122422 46.19 22.04 74.50 56.34 24.15 2.332919255 48.48 22.96 75.00 67.38 25.52 2.640282132 50.79 23.88 75.50 79.27 26.91 2.945745076 55.72 24.81 76.00 97.55 30.91 3.15593659 56.69 26.41 76.50 104.15 30.28 3.439564069 refreint a Nivelul apei
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Transcript of Calcule Baze
N= 19
Puncte CTN CTNref+ Distante(m)Cumulat intre1 77.34 7.342 77.08 7.08 9.4 9.4 13 76.28 6.28 3.4 12.8 24 72.91 70 2.91 3.85 16.65 35 71.1 1.1 6 22.65 46 70.5 0.5 4.8 27.45 57 72.54 2.54 5.4 32.85 68 72.91 2.91 2.9 35.75 79 77.02 7.02 2.9 38.65 8
10 77.62 7.62 6.9 45.55 9
p total l perim A(mp) P(m) R(m) n i y30.08 14.73 72.50 16.703 15.35 1.0881433225
0.04 0.005
0.29176439.31 19.26 73.00 25.327 20.05 1.26319202 0.285706
41.6 20.19 73.50 35.168 21.41 1.6425969173 0.27387743.9 21.11 74.00 45.56 22.79 1.9991224221 0.263957
46.19 22.04 74.50 56.34 24.15 2.3329192547 0.25544648.48 22.96 75.00 67.38 25.52 2.6402821317 0.24813350.79 23.88 75.50 79.27 26.91 2.945745076 0.24127655.72 24.81 76.00 97.55 30.91 3.1559365901 0.23676356.69 26.41 76.50 104.15 30.28 3.4395640687 0.230905
CTN refreinta
Nivelul apei
intre
23456789
10 0.291764
C /5 *25.62381 1.89 31.56939
219 269
1.5784726.72578 2.12 53.794 2.689728.63974 2.60 91.27823 4.56391130.01572 3.00 136.7216 6.8360831.03977 3.35 188.8731 9.443656 10.95 13.4531.81012 3.65 246.2672 12.3133632.44484 3.94 312.1311 15.6065632.81822 4.12 402.1531 20.1076633.25225 4.36 454.1685 22.70843
v (m/sec)
Q
(m/sec)Q5% (m/sec)
Q1%
(m/sec)
a) Q5% 219 mc b) QmlAmp 52.76 mp Qobturatµ 0.92 vobturat€ 0.92 hobturate 1 Apstvmp 4.511817 Apdr
ApBLQ5%niAmpvml
CALCUL AFUIERI GENERALEafg 0.799851 m afuiere generalahef 5.059851 m inaltimea efectivahmax 4.26 m inaltimea maxima din pct inferior pana la CTQ5%E 1.187758
CALCUL AFUIERI LOCALEafl 1.641664 m afuierea localakf 1 coef al ungh incidenta dintre curentul apei si pilakalfa 1 coef deschideriiva 1.75 m/s viteza criticab 1 m latimea pilei la nivelul apeig 9.81 m/sp acceleratia gravit
CALCUL AFUIERE TOTALAafg 0.799851 m afuiere generalaafl 1.641664 m afuiere localaaftotala 2.441515 m afuiere totalaCTaftotala 2.558485 m cota afuiere totalaCtinf 5 m cota nivel inferior
200.4141 mc c) Coeficientul general de afuiere18.58595 mc E 1.1877581.992063 m/s1.430982 m
4.27 mp5.06 mp9.33 mp
22.52 m16 m
219 mc0.04
0.00552.76
3.798598
N= 19
Puncte CTN CTNref+ Distante(m) Cumulat intre1 77.34 7.342 77.08 7.08 9.4 9.4 1 23 76.28 6.28 3.4 12.8 2 34 72.91 70 2.91 3.85 16.65 3 45 71.1 1.1 6 22.65 4 56 70.5 0.5 4.8 27.45 5 67 72.54 2.54 5.4 32.85 6 78 72.91 2.91 2.9 35.75 7 89 77.02 7.02 2.9 38.65 8 9
10 77.62 7.62 6.9 45.55 9 10
p total l perim A(mp) P(m) R(m) n i y C30.08 14.73 72.50 16.703 15.35 1.088143
0.04 0.005
0.291764 25.6238139.31 19.26 73.00 25.327 20.05 1.263192 0.285706 26.72578
41.6 20.19 73.50 35.168 21.41 1.642597 0.273877 28.6397443.9 21.11 74.00 45.56 22.79 1.999122 0.263957 30.01572
46.19 22.04 74.50 56.34 24.15 2.332919 0.255446 31.0397748.48 22.96 75.00 67.38 25.52 2.640282 0.248133 31.8101250.79 23.88 75.50 79.27 26.91 2.945745 0.241276 32.4448455.72 24.81 76.00 97.55 30.91 3.155937 0.236763 32.8182256.69 26.41 76.50 104.15 30.28 3.439564 0.230905 33.25225
3.735
CTN refreinta
Nivelul apei
0.291764
/5 *1.89 31.56939373
219 269
1.578472.12 53.79400398 2.68972.60 91.2782267 4.5639113.00 136.7216092 6.836083.35 188.8731105 9.443656 10.95 13.453.65 246.2671656 12.313363.94 312.1311236 15.606564.12 402.1531183 20.107664.36 454.1685495 22.70843
v (m/sec)
Q (m/sec)
Q5% (m/sec)
Q1%
(m/sec)
