SECTOR Nr crt. Km TIP

SUPRAFAT

A (ha)

INTENSITATEA PLOII

DE CALCUL (pentru

zona 14 BAIA MARE)

l/s ha frgventa 1/2

COEFICI

ENT DE

SCURGE

RE

COEFICIENT

DE REDUCERE

A DEBITULUI

DE CALCUL

DEBIT

BAZIN

(l/s)

DEBIT

BAZIN

(mc/s)

DEBIT

DRUM

(mc/s)

DEBIT DE

CALCUL

DEBIT

CAPABIL

PODET *

Cota

talveg

podet(Ax

podet)

Inaltimea

apei in

podet la

debitul

capabil

OBS.

1 155+147 P2 2 41.25 200 0.25 0.8 1650 1.65 0.36 2.01 3.8 188.41 0.7

2 155+554 dalat 2,00 16.21 200 0.25 0.8 648.4 0.6484 0.36 1.0084 3.8 189.15 0.7

3 156+670 P2 2,00 62.2 200 0.25 0.8 2488 2.488 0.36 2.848 3.8 190.02 0.7

4 156+834 P2 1,00 26.92 200 0.25 0.8 1076.8 1.0768 0.36 1.4368 3.8 188.79 0.7

5 157+784 dalat 1,00 4.3 200 0.25 0.8 172 0.172 0.36 0.532 1.5 200.4 0.7

6 158+299 P2 2,00 0.2 200 0.25 0.8 8 0.008 0.36 0.368 3.8 196.97 0.7

7 159+034 dalat 1,00 0.5 200 0.25 0.8 20 0.02 0.36 0.38 3.8 185.82 0.7

8 159+640 dalat 2,00 14.5 200 0.25 0.8 580 0.58 0.36 0.94 3.8 179.83 0.7

9 164+597 dalat 2x1,00 m 42.75 200 0.25 0.8 1710 1.71 0.36 2.07 7 149.22 0.7

1 165+302.50 dalat 3 21.41 200 0.25 0.8 856.4 0.8564 0.36 1.2164 3.8 151.48 0.7

2 165+412.01 P2 2,0 21.032 200 0.25 0.8 841.28 0.84128 0.36 1.20128 3.8 153.42 0.7 canal de desecare

3 166+538.98 Existent 4.7 19.83 200 0.25 0.8 793.2 0.7932 0.36 1.1532 29 151.89 2 Parau Colac

4 166+962.70 Existent 5 120 200 0.25 0.8 4800 4.8 0.36 5.16 30 150.109 2.064 Parau Colac

5 168+190.89 Existent 2,0 47.51 200 0.25 0.8 1900.4 1.9004 0.36 2.2604 3.8 145.674 0.7

6 168+522.01 Existent 3 20.22 200 0.25 0.8 808.8 0.8088 0.36 1.1688 27 145.46 2

7 169+001.95 Existent 3 98.17 200 0.25 0.8 3926.8 3.9268 0.36 4.2868 27 145.674 2

8 169+486.78 Existent 4 54.68 200 0.25 0.8 2187.2 2.1872 0.36 2.5472 36 145.43 2

9 170+201.40 P2 2 45.8 200 0.25 0.8 1832 1.832 0.36 2.192 3.8 150.83 0.7 Parau valea Porcului

10 171+398.96 dalat 3 3.12 200 0.25 0.8 124.8 0.1248 0.36 0.4848 27 143.448 2

11 171+590.90 dalat 3 71.22 200 0.25 0.8 2848.8 2.8488 0.36 3.2088 27 143.512 2

12 171+880.17 dalat 3 192.2 200 0.25 0.8 7688 7.688 0.36 8.048 27 148.929 2 Curs de apa

13 172+322.44 tubular P2 20.25 200 0.25 0.8 810 0.81 0.36 1.17 3.8 145.603 0.7

14 172+562.03 dalat 3 98.96 200 0.25 0.8 3958.4 3.9584 0.36 4.3184 27 146.095 2

15 173+140 dalat 3 200 0.25 0.8 0 0 0.36 0.36 27 152.528 2

16 173+879.67 dalat 3 78.84 200 0.25 0.8 3153.6 3.1536 0.36 3.5136 27 142.837 2 Curs nepermanent

1 174+120 Cadru P2 34.13 200 0.25 0.8 1365.2 1.3652 0.36 1.7252 3.8 145.877 0.7

2 175+310.68 Cadru P2 24.14 200 0.25 0.8 965.6 0.9656 0.36 1.3256 3.8 142.792 0.7

3 177+243.09 Cadru P2 18.62 200 0.25 0.8 744.8 0.7448 0.36 1.1048 3.8 142.544 0.7

4 177+526.89 Cadru P2 20.22 200 0.25 0.8 808.8 0.8088 0.36 1.1688 3.8 142.389 0.7

1 186+997 dalat P2 12.01 200 0.25 0.8 480.4 0.4804 0.36 0.8404 3.8 137.12 0.7

2 187+302.42 tubular P2 200 0.25 0.8 0 1.5 0.36 1.86 3.8 136.667 0.7 Canal de desecare

3 188+125.55 tubular P2 200 0.25 0.8 0 1.5 0.36 1.86 3.8 135.09 0.7 Canal de desecare

4 188+675 Cadru P2 200 0.25 0.8 0 1.5 0.36 1.86 3.8 134.98 0.7

5 188+911 Cadru P2 200 0.25 0.8 0 1.5 0.36 1.86 3.8 Ct 0.7

6 188+930.90 Cadru P2 200 0.25 0.8 0 1.5 0.36 1.86 3.8 133.82 0.7

7 190+267 Cadru P2 200 0.25 0.8 0 0 0.36 0.36 3.8 132.99 0.7

8 190+376.882 200 0.25 0.8 0 2 0.36 2.36 3.8 132.306 0.7

Canal deversare valea

racta

9 191+384.53 Cadru P2 200 0.25 0.8 0 2.5 0.36 2.86 3.8 132.659 0.7 Podet in rampa podului

10 191+679 Cadru P2 65.57 200 0.25 0.8 2622.8 2.6228 0.36 2.9828 3.8 133.87 0.7

11 192+328 Cadru P2

200 0.25 0.8 0 0 0.36 0.36 3.8 133.25 0.7

Podet de trecere a pelor

de pe oparte pe alta

adrumului

12 192+952 Cadru P2

200 0.25 0.8 0 0 0.36 0.36 3.8 133.33 0.7

Podet de trecere a pelor

de pe oparte pe alta

adrumului

DEBITELE COLECTATE DE PODETELE PENTRU SECTOARELE A-G Lotul C-DN 19 Satu Mare – Livada si DN 1C Baia Mare – Livada - HalmeuSECTORUL A

SECTOR B

SECTOR C

SECTOR D

13 193+315 Cadru P2 0.2 200 0.25 0.8 8 0.008 0.36 0.368 3.8 133.01 0.7

14 193+568 Cadru P2 200 0.25 0.8 0 0 0.36 0.36 3.8 133.33 0.7

15 193+842 Cadru P2200 0.25 0.8 0 0 0.36 0.36 3.8 133.21 0.7

trece apa de pe o parte pe

alta a dr

1 195+580 Cadru P2 66.69 200 0.25 0.8 2667.6 2.6676 0.36 3.0276 3.8 130.421 0.7

2 195+767 Cadru P2 200 0.25 0.8 0 0 0.36 0.36 3.8 130.061 0.7

3 196+036 5 200 0.25 0.8 0 21 0.36 21.36 30 Ct 1.33 Pe curs permanent Paraul Racta

4 196+655.73 Cadru P2 12.96 200 0.25 0.8 518.4 0.5184 0.36 0.8784 3.8 132.62 0.7

5 197+025 Cadru P2 15 200 0.25 0.8 600 0.6 0.36 0.96 3.8 132.56 0.7

6 199+382 Cadru P2 45 200 0.25 0.8 1800 1.8 0.36 2.16 3.8 130.4 0.7

7 200+347 Cadru P2 20 200 0.25 0.8 800 0.8 0.36 1.16 3.8 128.456 0.7

8 202+130 3.8 200 0.25 0.8 0 0 0.36 0.36 27 128.09 1.77 Canal de desecare

9 202+710 Tubular 1.5 200 0.25 0.8 0 0 0.36 0.36 5.94 Ct 1.05

1 206+353 Cadru P2 200 0.25 0.8 0 3 0.36 3.36 3.8 127.46 1.05 Podet pe canal

2 207+124 2 25.5 200 0.25 0.8 1020 1.02 0.36 1.38 3.8 128.129 0.7

3 207+673 Cadru P2 83.97 200 0.25 0.8 3358.8 3.3588 0.36 3.7188 3.8 128.281 0.7

4 208+654 Cadru P2 35.16 200 0.25 0.8 1406.4 1.4064 0.36 1.7664 3.8 127.75 0.7

5 209+671 2 28.44 200 0.25 0.8 1137.6 1.1376 0.36 1.4976 3.8 127.053 0.7

6 210+245 2 200 0.25 0.8 0 3.2 0.36 3.56 3.8 Ct 0.7 Canal desecare

7 211+736 CadruP2 200 0.25 0.8 0 0 0.36 0.36 3.8 125.968 0.7

Face trecerea de pe o

parte pe alta

8 211+773 2 200 0.25 0.8 0 0 0.36 0.36 3.8 Ct 0.7 Canal de desecare

9 212+058 4 109.12 200 0.25 0.8 4364.8 4.3648 0.36 4.7248 27 125.574 1.77

10 213+655 2 23.55 200 0.25 0.8 942 0.942 0.36 1.302 3.8 0.7

11 214+435 tubular 24.55 200 0.25 0.8 982 0.982 0.36 1.342 3.8 Ct 0.7

12 215+806 Cadru P2 10.23 200 0.25 0.8 409.2 0.4092 0.36 0.7692 3.8 126.114 0.7

1 141+192 Cadru P2 200 0.25 0.8 0 3 0.36 3.36 3.8 122.391 0.7 Parau Noroient

2 143+515 Cadru P2 86 200 0.25 0.8 3440 3.44 0.36 3.8 3.8 123.16 0.7

3 148+690 Cadru P2 200 0.25 0.8 0 0 3.5 3.5 3.8 127 0.7 Podet pe canal

RELATII DE CALCUL :

*

Debitele pentru canalele de desecare au fost calculate dupa debitul capabil pastrand garda de 0.5-din sectiunea obtinuta din ridicarea topo.

SECTOR F

SECTO

R G

Sa considerat panta medie a podetului 1% si coeficientul de

rugozitate n= 0.014, iar inaltimea maxima a apei in podet in

podet hi-0.5

SECTOR E