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7/27/2019 2 kanalizacija

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Broj čvora A*Ws ΣA*Ws Q Deon. ΣA*Ws qs

(l/s) (l/s)

1 1 P+0 6↔12 5 1.12

2 P+1 10↔12 10 1.58

3 0.5 P+2 11↔12 15 1.94

4

5 1

6

7

8

P+0 9 2.5 5 1.12

P+1 10 5 10 1.58

P+2 11 5 15 1.94

12



D J Ck Imin 845/D J

(m) (‰) (-) (‰) (m) (mm) (‰) (‰)

0.2 2.04 1.039 2.12 0.2 200 4.23 2.04

0.25 1.77 0.25

0.3 1.36 1.039 1.41 0.3 300 2.82 1.36

0.4 1.18 1.039 1.23 0.4 400 2.11 1.18

0.5 1.14 1.039 1.18 0.5 500 1.69 1.140.6 1.12 1.039 1.16 0.6 600 1.41 1.12

0.7 1.1 1.039 1.14 0.7 700 1.21 1.1

0.8 1.07 1.039 1.11 0.8 800 1.06 1.07

0.9 1.05 1.039 1.09 0.9 900 0.94 1.05

1 1.03 1.039 1.07 1 1000 0.85 1.03

1.1 1.01 1.039 1.05 1.1 1100 0.77 1.01

D Imaks Imaks

(m) (‰) (‰)

0.2 100 99.18

0.25 74.99

0.3 59.67

0.4 41.620.5 31 31.47

0.6 25.04

0.7 20.64

0.8 17.46

0.9 15.07

1 13.2 13.20

1.1 11.72

1.5 8

D

0

10

20

30

4050

60

70

80

90

100

0.2 0.3 0.4 0.5 0.6 0.7 0.8



Ck J·Ck ·1.15 Imin

(-) ( ‰) (‰)

1.039 2.44 2.44

2.03

1.039 1.62 1.62

1.039 1.41 1.41

1.039 1.36 1.36

1.039 1.34 1.34

1.039 1.31 1.21

1.039 1.28 1.06

1.039 1.25 0.94

1.039 1.23 0.85

1.039 1.21 0.77

y = 13.203x-1.253

0.9 1 1.1

Series1

Power (Series1)



1 2 3 4 5 6 7 8 9 10

101 mnm 102 mnm 103 mnm 104 mnm 104,5 mnm

11 12 13 14 15 16 17 18 19 20

100 mnm 101 mnm 102 mnm 102 mnm 103 mnm

21 22 23 24 25 26 27 28 29 30

31 31 33 34 35 36 37 38 39 40

102,5 mnm103,5 mnm

41 42 43 44 45 46 47 48 49 50

51 52 53 54 55 56 57 58 59 60

98 mnm 99 mnm 100 mnm 100 mnm 101 mnm 102 mnm

61 62 63 64 65 66 67 68 69 70

CS 71 72 73 74 75 76 77 78 79 80


Legenda:

P+0

75 76 P+1

P+2

potok

industrija

ulice

CS crpna stanica

▬ vododelnica

200 m

Razmera:



L Lfikt Qmaks,c i Qmer L Qmer Iter D

od do (m) (m) (m3/s) (l/s) (l/s) (l/s) od do (m) (l/s) od do (‰) (m)

10 40 600 1200 0.00168 1.68 1.68 10 40

40 60 400 800 0.00112 1.12 2.79 40 60

60 80 400 800 0.00112 1.12 3.91 60 80

80 79 200 400 0.00056 0.56 4.47 80 7910 9 200 400 0.00056 0.56 0.56 10 9

9 29 400 800 0.00112 1.12 1.68 9 29

29 39 200 800 0.00112 1.12 2.79 29 39

40 39 200 400 0.00056 0.56 0.56 40 39

39 59 400 1200 0.00168 1.68 5.03 39 59

59 79 400 800 0.00112 1.12 6.15 59 79

79 76 600 1800 0.00251 2.51 13.13 79 76

9 6 600 1200 0.00168 1.68 9 6

6 26 400 800 0.00112 1.12 1.12 6 26

29 27 400 1200 0.00168 1.68 1.68 29 27

27 26 200 1200 0.00168 1.68 3.35 27 26

26 56 600 4200 0.00587 5.87 26 56

59 57 400 1200 0.00168 1.68 59 57

57 56 200 1200 0.00168 1.68 57 56

56 76 400 800 0.00112 1.12 1.12 56 76

76 73 600 1200 0.00168 1.68 14.25 76 73

6 3 600 1200 0.00168 1.68 1.68 6 3

3 23 400 800 0.00112 1.12 2.79 3 23

26 23 600 1800 0.00251 2.51 2.51 26 23

23 53 600 1800 0.00251 2.51 7.82 23 53

56 53 600 1800 0.00251 2.51 2.51 56 53

53 73 400 800 0.00112 1.12 11.45 53 73

73 71 400 800 0.00112 1.12 26.82 73 71

3 1 400 800 0.00112 1.12 3 1

1 21 400 800 0.00112 1.12 1 21

23 21 400 800 0.00112 1.12 23 21

21 51 600 1200 0.00168 1.68 21 51

53 51 400 800 0.00112 1.12 53 51

51 71 400 800 0.00112 1.12 51 71

71 CS 200 2.11 71 CS

35800

2.11

1E-06

Deonica Qs Deonica Kota terena

0.05

(mnm)



Imin Qpp vpp I Qmer/Qpp h/D v/vpp h v

(‰) (l/s) (m/s) (‰) od do od do od do (-) (-) (-) (m) (m/s) od

Dubina ukopavanja Kota dna Deonica Dubin

(m) (mnm) (



do od do

a vode П kota

) (mnm)



tr+ts= s

Qp= m3/s

Vcb= m3

a= m

b= mVcb=a*b*h

h= m

Qs,dn=

tr=

ts=



d= m

H= m

s= m

D= m

B= m

fi=

tgfi=

(H/B)*tgfi=

e^(-(H/B)*tgfi)=

gama= kN/m2

Gz (ne nabijeno)= kN/m

2*(H/B)*tgfi=

e^(-2*(H/B)*tgfi)=

Gz (dobro nabijeno)= kN/m

pv= kN/m2

c=

Gs= kN/m

Gu= kN/m

KS=

K=

Gu= kN/mKs=



1 2 3 4 5 6 7 8 9 10

11 12 13 14 15 16 17 18 19 20

21 22 23 24 25 26 27 28 29 30

31 31 33 34 35 36 37 38 39 40

41 42 43 44 45 46 47 48 49 50

51 52 53 54 55 56 57 58 59 60

61 62 63 64 65 66 67 68 69 70

CS 71 72 73 74 75 76 77 78 79 80

Legenda:

P+0

75 76 P+1

P+2

potok

industrija

ulice

CS crpna stanica

▬ vododelnica

Razmera:

200 m



D J Ck Imin 845/D J

(m) (‰) (-) (‰) (m) (mm) (‰) (‰)

0.2 0.2 200

0.25 0.25

0.3 0.3 300

0.4 0.4 400

0.5 0.5 500

0.6 0.6 600

0.7 0.7 700

0.8 0.8 800

0.9 0.9 900

1 1 1000

1.1 1.1 1100

D Imaks Imaks

(m) (‰) (‰)

0.2

0.25

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

1.1

1.5 24.5

D



Ck J·Ck ·1.15 Imin

(-) (‰) (‰)



A Ko Ko sr

(%)

5 0.8

5 0.85

90 0.03

P+0 0.11

12 0.85 0.85

83 0.03

P+1 0.16

20 0.8

5 0.85

75 0.03

P+2 0.23



1 2 3 4 5 6 7 8 9 10

101 mnm 102 mnm 103 mnm 104 mnm 104,5 mnm

11 12 13 14 15 16 17 18 19 20


21 22 23 24 25 26 27 28 29 30

31 31 33 34 35 36 37 38 39 40

102,5 mnm103,5 mnm

41 42 43 44 45 46 47 48 49 50

A 51 52 53 54 55 56 57 58 59 60

97 mnm 98 mnm 99 mnm 100 mnm 100 mnm 101 mnm 102 mnm

61 62 63 64 65 66 67 68 69 70

71 72 73 74 75 76 77 78 79 80

96 mnm 97 mnm 98 mnm 99 mnm 101 mnm

Legenda:

P+0

75 76 P+1

P+2

potok

ulice

▬ vododelnica

200 m

Razmera:



L Iter Koi Tc Tt Tc

Broj za posm. do uzv. ukupno do uzv. za posm.

kvadr. deon. čvora čvora deon.

od do (m) od do (‰) (ha) (min) (min) (min) od do

29 39 200 103 102.5

40 39 200 103.5 102.5

39 59 400 102.5 101

59 57 400 101 100

57 56 200 100 100

26 56 600 102 100

600 102 100

56 53 600 100 99

23 53 600 101 99

53 51 400 99 98

21 51 600 100 98

51 A 200 98 97

Deonica Kota Ai ΣAi*Koi

terena

(mnm) Deonica



i Qo Ikan D Imin Qpp vpp Qo/Qpp h/D v/vpp h v

(l/s.ha) (l/s) (‰) (mm) (‰) (l/s) (m/s) (-) (-) (-) (m) (m/s) od do od do

(mnm)

Dubina ukopavanjaDeonica



od do od do od do od do

Dubina vode П kota

iznad cevi (mnm) (m) (mnm)

(m)

Deblj. zemlje Kota dna

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2 kanalizacija