Verificarea pozitiei statiei intermediare

Calculul capacitatii de transport:

n1440

i

tAB tBA i a1 a2= a1 a2 6min=tAB tBA i t1 t2 li tf td=t1 t2 -timpul de mers dus-intors li -lungimea sectorului de profil longitudinaltf -timp de franare

tf -timp de demarare

tAB tBA i -suma timpilor de mers (la dus si la intors pentru un tren de marfa pe distanta AB)

i

tAB tBA i18002

2.15 5 416.67 2.82 1075 2.15 23 416.67 2.82 17002

2.151000

=

i

tAB tBA i 38.972=nAB

144038.972 2 6 30.657 nAB 30 1

i

tBC tCB i17002

725 2.15 8 416.67 2.82

17002

2.151000

=

i

tBC tCB i 14.614=nBC

144014.614 2 6 63.677 nBC 30 1

T365 2 nn Gm.med

106 k

365 2 nc Gc

106

365 2 n1 G1

106=

k 1.05 -coeficient de neuniformitate nnAB floor nAB 2 1.5 2 1.2 25nnBC floor nBC 2 1.5 2 1.2 581.5;1.2 ---coeficienti de reducere al trenurilor directe de marfa catre trenurile locale demarfa/trenurile de calatori

Rezistenta caracteristica:

rc imax800Rmin

= rc 12800450

13.778

Gm.med 1355tonnefGc 500tonnef -tonaj mediu tren calatoriG1 900tonnef -tonaj mediu tren de marfa

TAB floor365 2 nnAB 1355

106 k365 2 2 500

106 365 2 2 900

106

25 MTB

TBC floor365 2 nnBC 1355

106 k365 2 2 500

106 365 2 2 900

106

56 MTB

Determinarea razei minime

hM 11.8 Vmax2 1RM

I=

hM 11.8 Vm2 1RM

E= => 1RM

11.8 Vmax2 Vm2 I E 0=

RM 11.8Vmax

2 Vm2

E I=

RM11.8 802 702

70 50 147.5

hM 11.8 702 1RM

50 442

hM 11.8 V02 1RM

=

V0RM hM11.8

74.33

hmax 150hmax 11.8 V0

2 1R

= => R11.8 V0

2hmax

434.633

Vom considera Rmin 450m

Calculul elementelor curbelor

Curba0

U0 172.0384deg 0 180deg U0 7.962 degR0 1000m

T0 R0 tan02

69.59 m

B0 R01

cos02

1

2.418 m

c0 R0 0 180deg

138.956 m

Curba1 Curba2

U1 153.0296deg 1 180deg U1 26.97 deg U2 160.2396deg 2 180deg U2 19.76 degR1 1000m R2 500m

T1 R1 tan12

239.806 m T2 R2 tan

22

87.086m

B1 R11

cos12

1

28.351m B2 R2

1

cos22

1

7.527 m

c1 R1 1 180deg

470.722 m c2 R2 2 180deg

172.442 mCurba3 Curba4

U3 142.2879deg 3 180deg U3 37.712 deg U4 127.7007deg 4 180deg U4 52.299 degR3 450m R4 450m

T3 R3 tan32

153.684 m T4 R4 tan

42

220.936 m

B3 R31

cos32

1

25.519m B4 R4

1

cos42

1

51.311m

c3 R3 3 180deg

296.19m c4 R4 4 180deg

410.758 m

Curba5 Curba6

U5 97.5519deg 5 180deg U5 82.448 deg U6 94.2599deg 6 180deg U6 85.74 degR5 450m R6 450m

T5 R5 tan52

394.279 m T6 R6 tan

62

417.728 m

B5 R51

cos52

1

148.294 m B6 R6

1

cos62

1

164 m

c5 R5 5 180deg

647.546 m c6 R6 6 180deg

673.401 m

Curba7 Curba8

U7 82.3225deg 7 180deg U7 97.677 deg U8 80.998deg 8 180deg U8 99.002 degR7 450m R8 450mT7 R7 tan

72

514.733 m T8 R8 tan

82

526.901 m

B7 R71

cos72

1

233.703 m B8 R8

1

cos82

1

242.91m

c7 R7 7 180deg

767.157 m c8 R8 8 180deg

777.56m

Calculul elementelor curbelorCurba9Curba8

U8 80.998deg 8 180deg U8 99.002 deg U9 112.9345deg 9 180deg U9 67.065 degR8 450m R9 500m

T8 R8 tan82

526.901 m T9 R9 tan

92

331.354 m

B8 R81

cos82

1

242.91m B9 R9

1

cos92

1

99.83 m

c8 R8 8 180deg

777.56m c9 R9 9 180deg

585.257 m

Curba10Curba11

U10 123.6765deg 10 180deg U10 56.324 degU11 133.3871deg 11 180deg U11 46.613 degR10 500mR11 500mT10 R10 tan

102

267.668 mT11 R11 tan

112

215.401 m

B10 R101

cos102

1

67.139mB11 R11

1

cos112

1

44.424m

c10 R10 10

180deg491.515 mc11

R11 11 180deg

406.774 m

Curba13 Curba12

U13 149.7594deg 13 180deg U13 30.241 deg U12 128.4071deg 12 180deg U12 51.593 degR13 500m R12 500m

T13 R13 tan132

135.1 m T12 R12 tan

122

241.671 m

B13 R131

cos132

1

17.931m B12 R12

1

cos122

1

55.342m

c13 R13 13

180deg263.899 m c12

R12 12 180deg

450.233 m

Calculul racordarilor curbelor in plan vertical

Rv1 4000m Rv2 5000mi

41000

tv1

i2

Rv1 8m tv2i2

Rv2 10m

bv2tv2

2

2 Rv21 cmbv1

tv12

2 Rv10.8 cm

i111000

tv1i2

Rv1 22m tv2i2

Rv2 27.5m

bv1tv1

2

2 Rv16.05 cm bv2

tv22

2 Rv27.563 cm

Calculul podetelor

Pentru fiecare podet se calculeaza panta terenului, suprafata bazinului de pe care se strang apele si lungimea vaii:it100

5d

= => it 5100d

=

km Podet Panta it Suprafata Lungimea vaii

1 875 6.3% S 3205 252 m2 200.313 hectare lv 125 25 m 3125mLumina podetului

l2 0.6m 0m lv 250mif0.7m 250m lv 500mif1m 500m lv 1000mif1m

lv 1000m1000

1000m lv 6000mif

3.125 ml1 0.6 S 4hectareif0.3 0.16 S 4hectare S 400hectareif0.17 S 400hectare S 1600hectareif

m 2.565 m

l max l1 l2 3.125 mkm Podet Panta it Suprafata Lungimea vaii

3 120 7.85% S 520 252 m2 32.5 hectare lv 15.17 25 m 379.25mLumina podetului

l2 0.6m 0m lv 250mif0.7m 250m lv 500mif1m 500m lv 1000mif1m

lv 1000m1000

1000m lv 6000mif

0.7ml1 0.6 S 4hectareif0.3 0.16 S 4hectare S 400hectareif0.17 S 400hectare S 1600hectareif

m 1.212 m

l Ceil max l1 l2 10cm 1.3mkm Podet Panta it Suprafata Lungimea vaii

13 130 8.12% S 350 252 m2 21.875 hectare lv 12.6 25 m 315mLumina podetului

l2 0.6m 0m lv 250mif0.7m 250m lv 500mif1m 500m lv 1000mif1m

lv 1000m1000

1000m lv 6000mif

0.7ml1 0.6 S 4hectareif0.3 0.16 S 4hectare S 400hectareif0.17 S 400hectare S 1600hectareif

m 1.048 m

l Ceil max l1 l2 10cm 1.1mkm Podet Panta it Suprafata Lungimea vaii

13 850 8.12% S 253.2 252 m2 15.825 hectare lv 14.36 25 m 359mLumina podetului

l2 0.6m 0m lv 250mif0.7m 250m lv 500mif1m 500m lv 1000mif1m

lv 1000m1000

1000m lv 6000mif

0.7ml1 0.6 S 4hectareif0.3 0.16 S 4hectare S 400hectareif0.17 S 400hectare S 1600hectareif

m 0.936 m

l Ceil max l1 l2 10cm 1 m

Calculul podetelor

Pentru fiecare podet se calculeaza panta terenului, suprafata bazinului de pe care se strang apele si lungimea vaii:it100

5d

= => it 5100d

=

km Podet Panta it Suprafata Lungimea vaii

13 130 8.12% S 350 252 m2 21.875 hectare lv 12.6 25 m 315mLumina podetului

l2 0.6m 0m lv 250mif0.7m 250m lv 500mif1m 500m lv 1000mif1m

lv 1000m1000

1000m lv 6000mif

0.7ml1 0.6 S 4hectareif0.3 0.16 S 4hectare S 400hectareif0.17 S 400hectare S 1600hectareif

m 1.048 m

l Ceil max l1 l2 10cm 1.1mkm Podet Panta it Suprafata Lungimea vaii

13 850 8.12% S 253.2 252 m2 15.825 hectare lv 14.36 25 m 359mLumina podetului

l2 0.6m 0m lv 250mif0.7m 250m lv 500mif1m 500m lv 1000mif1m

lv 1000m1000

1000m lv 6000mif

0.7ml1 0.6 S 4hectareif0.3 0.16 S 4hectare S 400hectareif0.17 S 400hectare S 1600hectareif

m 0.936 m

l Ceil max l1 l2 10cm 1 m

km Podet Panta it Suprafata Lungimea vaii

14 440 6.65% S 852 252 m2 53.25 hectare lv 18.9 25 m 472.5 mLumina podetului

l2 0.6m 0m lv 250mif0.7m 250m lv 500mif1m 500m lv 1000mif1m

lv 1000m1000

1000m lv 6000mif

0.7ml1 0.6 S 4hectareif0.3 0.16 S 4hectare S 400hectareif0.17 S 400hectare S 1600hectareif

m 1.468 m

l Ceil max l1 l2 10cm 1.5mkm Podet Panta it Suprafata Lungimea vaii

15 145 7.5% S 9216 252 m2 576 hectare lv 85 25 m 2125mLumina podetului

l2 0.6m 0m lv 250mif0.7m 250m lv 500mif1m 500m lv 1000mif1m

lv 1000m1000

1000m lv 6000mif

2.125 ml1 0.6 S 4hectareif0.3 0.16 S 4hectare S 400hectareif0.17 S 400hectare S 1600hectareif

m 4.08m

l Ceil max l1 l2 10cm 4.1m

km Podet Panta it Suprafata Lungimea vaii

15 145 7.5% S 9216 252 m2 576 hectare lv 85 25 m 2125mLumina podetului

l2 0.6m 0m lv 250mif0.7m 250m lv 500mif1m 500m lv 1000mif1m

lv 1000m1000

1000m lv 6000mif

2.125 ml1 0.6 S 4hectareif0.3 0.16 S 4hectare S 400hectareif0.17 S 400hectare S 1600hectareif

m 4.08m

l Ceil max l1 l2 10cm 4.1mkm Podet Panta it Suprafata Lungimea vaii

15 145 7.5% S 9216 252 m2 576 hectare lv 85 25 m 2125mLumina podetului

l2 0.6m 0m lv 250mif0.7m 250m lv 500mif1m 500m lv 1000mif1m

lv 1000m1000

1000m lv 6000mif

2.125 ml1 0.6 S 4hectareif0.3 0.16 S 4hectare S 400hectareif0.17 S 400hectare S 1600hectareif

m 4.08m

l Ceil max l1 l2 10cm 4.1m

Verificarea traseului in lung

km.sfarsit-km.inceput=Ai+ci 14500m 0m 14500 m1977.18m c0 1421.30m c1 931.12m c2 230.52m c3 735.06m c4 185.92mc5 1317.49m c6 1547.70m c7 256.65m c8 1342.33m 200m

14500.003 m

cota.sfarsit-cota.incepu=li*ii 966m 824.9m 141.1 m2800 0.4 % 8000 1.5 % 900 1.1 % 141.1

Recalcularea capactatilor

i

tAB tBA i15002

2.15 2800( ) 2.34 8000 3 900 2.76 13002

2.151000

=

i

tAB tBA i 36.046=nAB

144036.046 2 6 32.693 nAB 30 1

nnAB floor nAB 2 1.5 2 1.2 27rc imax

800Rmin

= rc 15800450

16.778

TAB floor365 2 nnAB 1340

106 k365 2 2 500

106 365 2 2 900

106

27 MTB

Principalii indicatori tehnico economici Indicatori ai traseului:

lungimea de exploatareLe 14500m

lungimea de constructieLc Le 2 5 800 m 22500m

Indicatori ai liniei in planul de situatie lungimea sectoarelor situate in curba:

Curbe c0 c1 c2 c3 c4 c5 c6 c7 c8 4354.733mCurbeLe

30.033 %lungimea liniei in declivitate

viteza maximaDeclivitate 2800m 8000m 900m 11700 m

vmax 80kmh

=DeclivitateLe

80.69 %capacitatea de circulatie rezistenta caracterisitica

nn nnAB 27 perechi trenurirc 16.778numarul de lucrari de arta capacitatea de transport

6 poduri5 podete T TAB 27 MTB

Verificarea traseului in lung

km.sfarsit-km.inceput=Ai+ci 20300m 12800m 7500m169.53m 1342.33m c9 163.78m c10 492.36m c11 861.83m c12 588.05m c13 1700m 15.51m 7500.048m

cota.sfarsit-cota.incepu=li*ii 1004m 966m 38m500 0.4 % 2700 1.1 % 900 0.7 % 38

Recalcularea capactatilor

i

tBC tBC i15002

2.15 500( ) 2.34 2700 2.76 900 2.56 15002

2.151000

=

i

tBC tBc i 14.151=nBC

144014.151 2 6 65.008 nAB 30 1

nnBC floor nBC 2 1.5 2 1.2 59rc imax

800Rmin

= rc 11800450

12.778

TBC floor365 2 nnAB 1410

106 k365 2 2 500

106 365 2 2 900

106

28 MTB

Principalii indicatori tehnico economici Indicatori ai traseului:

lungimea de exploatareLe 7500m

lungimea de constructieLc Le 2 5 800 m 15500m

Indicatori ai liniei in planul de situatie lungimea sectoarelor situate in curba:

Curbe c9 c10 c11 c12 c13 2197.678mCurbeLe

29.302 %lungimea liniei in declivitate

viteza maximaDeclivitate 500m 2800m 900m 4200m

vmax 80kmh

=DeclivitateLe

56 %capacitatea de circulatie rezistenta caracterisitica

nn nnBC 59 perechi trenurirc 12.778numarul de lucrari de arta capacitatea de transport

6 poduri5 podete T TBC 28 MTB