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)