Długość zred. |
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L0= |
3605,9 |
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Długość |
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Dług. Zred |
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Dł. Rzecz 185 |
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Ilośc kolan |
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L1-2 |
672,00 |
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L1-2 |
235,2 |
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L rz = |
#NAME? |
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0 |
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L2-3 |
766,00 |
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L2-3 |
271,74 |
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4 |
a1 |
0,35 |
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L3-4 |
492,90 |
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L3-4 |
503,3 |
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4 |
L185 |
1835,4 |
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L4-5 |
435,80 |
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L4-5 |
441 |
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Dł rzecz 150 |
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2 |
nkl185 |
2 |
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L5-6 |
791,40 |
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L5-6 |
791,4 |
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L rz = |
2577,5 |
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0 |
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L6-7 |
231,90 |
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L6-7 |
237,1 |
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2 |
a2 |
1 |
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L7-8 |
391,40 |
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L7-8 |
391,4 |
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0 |
L150 |
2575,7 |
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L8-9 |
186,00 |
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L8-9 |
193,8 |
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3 |
nkl150 |
8 |
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L9-10 |
282,30 |
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L9-10 |
282,3 |
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0 |
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L10-11 |
258,70 |
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L10-11 |
258,7 |
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0 |
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PIASEK |
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4508,40 |
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3605,94 |
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parametr układu przestrzennego |
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ζ = |
5,52340542858893 |
< 18 -> manna m =18 [kN/m3] |
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L0 |
3605,90 |
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H |
652,84 |
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Koncentracja objetości mieszaniny pods. |
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c = |
0,5 |
% |
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γm |
18 |
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γkp |
26 |
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Obj. Pods. W 1m3 mieszaniny |
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ρ= |
0,6712 |
[m3/m3] |
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γm |
18 |
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Stosunek wody do obj usypowej mat pods w miesz. |
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W/Pu = |
1,48241954707986 |
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Wyzn. Jednostowych rozporządzalnych strat energii przep. Miesz w rur. |
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Ie = |
0,270485304639618 |
[m x H2O/m] |
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η |
0,83 |
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Określenie pr. Roboczej przepływu mieszaniny podsadzk. Piaskowej o rur D = 150 mm |
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vrb150 = |
5,69066439701279 |
[m/s] |
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Określenie pr. Roboczej w rurze D=185mm |
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vrb185 = |
3,74112341658985 |
[m/s] |
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R185 |
0,0925 |
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S185 |
0,026880252142278 |
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R150 |
0,075 |
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S150 |
0,017671458676443 |
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Okr. Pr. Kryt przepływu mieszaniny podsadzkowej piaskowej w rur |
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vkryt = |
2,6604364229157 |
[m/s] |
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d |
2 |
mm |
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Okr. Wsp. pewności ruchu mieszaniny posadz i rurociągu D = 150mm |
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M150 = |
2,13899657514692 |
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Okr. Wsp. pewności ruchu mieszaniny posadz i rurociągu D = 185mm |
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M185 = |
1,40620666006737 |
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M150, 185 >= 1,1 |
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Natężenie przepływu mieszaniny podsadzkowej |
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Qm = |
362,024426639932 |
[m3/h] |
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Wydajność instalacji podsadzkowej |
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Qp= |
242,990795160723 |
[m3/h] |
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Określenie czasu podsadzania |
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Tp = |
2,76553685729336 |
[h] |
3h 15min |
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V= |
672 |
m3 |
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Wymiary wyrobiska podsadzanego: |
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długość |
160 |
m |
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wysokość |
2 |
m |
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krok pods |
2,1 |
m |
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PIASEK I KAMIEŃ |
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parametr układu przestrzennego |
|
|
ζ = |
4,49198993447443 |
> 5,1 -> |
γm= |
17,3930669955403 |
kN/m3] |
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L0 |
3605,9 |
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H |
802,74 |
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Koncentracja objetości mieszaniny pods. |
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c = |
46,2066687221267 |
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γm |
17,3930669955403 |
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γkp |
26 |
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Obj. Pods. W 1m3 mieszaniny |
|
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ρ= |
0,620278320925829 |
[m3/m3] |
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γm |
17,3930669955403 |
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Stosunek wody do obj usypowej mat pods w miesz. |
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W/Pu = |
0,867245065047272 |
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Wyzn. Jednostowych rozporządzalnych strat energii przep. Miesz w rur. |
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|
Ie = |
0,317505496325467 |
[m x H2O/m] |
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η |
0,82 |
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H |
802,74 |
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L0 |
3605,9 |
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Określenie pr. Roboczej przepływu mieszaniny podsadzk. Piaskowej o rur D = 150 mm |
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vrb150 = |
5,06863014877843 |
[m/s] |
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Określenie pr. Roboczej w rurze D=185mm |
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vrb185 = |
3,33218928699824 |
[m/s] |
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|
R185 |
0,0925 |
|
S185 |
0,026880252142278 |
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R150 |
0,075 |
|
S150 |
0,017671458676443 |
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Okr. Pr. Kryt przepływu mieszaniny podsadzkowej piaskowej w rur |
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vkryt = |
5,12094356591621 |
[m/s] |
dla γm>16 [kN/m3] |
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d |
50 |
mm |
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Okr. Wsp. pewności ruchu mieszaniny posadz i rurociągu D = 150mm |
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M150 = |
0,989784418347048 |
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Okr. Wsp. pewności ruchu mieszaniny posadz i rurociągu D = 185mm |
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M185 = |
0,650698302784765 |
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M150, 185 >= 1,2 |
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Natężenie przepływu mieszaniny podsadzkowej |
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Qm = |
322,452317593113 |
[m3/h] |
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Wydajność instalacji podsadzkowej |
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|
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Qp= |
200,010182135298 |
[m3/h] |
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Określenie czasu podsadzania |
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Tp = |
3,35982894883532 |
[h] |
10h 36 min |
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V= |
672 |
m3 |
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Wymiary wyrobiska podsadzanego: |
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długość |
160 |
m |
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wysokość |
2 |
m |
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krok pods |
2,1 |
m |
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Wyzn. jednostk. rozp strat energii przepł. Wody w rurociągu |
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Iew = |
0,222618486369561 |
[m x H2O/m] |
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L0 |
3605,9 |
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H |
802,74 |
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Przedk przepł wody w rurze o D = 150 mm |
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vw150 = |
7,21204998870758 |
[m/s] |
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Predk przepł wody w rurze o D = 185 mm |
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vw185 = |
4,74130386401521 |
[m/s] |
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R185 |
0,0925 |
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S185 |
0,026880252142278 |
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R150 |
0,075 |
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S150 |
0,017671458676443 |
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Określenie czasu płukania instalacji |
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tp = |
14,8849421225246 |
[min] |
17min 45s |
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aw |
1,2 |
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L185 |
1835,4 |
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L150 |
2575,7 |
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Określenie ilości wody do płukania instalacji |
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Qw = |
0,127447443347884 |
[m3/min] |
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Całk ilość wody potrz do płuk instalacji |
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Qwc = |
1,89704781789699 |
[m3] |
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