Obliczenia objętości skarpy
Wykop
Pole 1
Pp = 0,5·2,8·14 = 19,6 m2
V = 1/3·19,6·74 = 483,47 m3
Pole 2
Pp = 0,5·2,8·14 = 19,6 m2
V = 1/3·19,6·15 = 98 m3
Pole 3
Pp = 0,5·3,6·18 = 32,4 m2
V = 1/3·32,4·14 = 151,2 m3
Pole 4
Pp1 = 0,5·3,6·18 = 32,4 m2
V1 = 67·32,4 = 2170,8 m3
Pp2 = 0,5·1,7·9 = 7,65 m2
V2 = 1/3·67·7,65 = 170,85 m3
V = 170,85 + 2170,8 = 2341,65 m3
Pole 5
Pp1 = 0,5·6·1,25 = 3,75 m2
V1 = 3,75·132 = 495 m3
Pp2 = 0,5·20·4,55 = 45,5 m2
V2 = 1/3·132·45,5 = 2002 m3
V = 495+2002 = 2497 m3
Pole 6
Pp = 0,5·1,25·6 = 3,75 m2
V = 1/3·3,75·8 = 10 m3
Pole 7
Pp = 0,5·1,25·6 = 3,75 m2
V = 1/3·3,75·8 = 10 m3
Pole 8
Pp = 0,5·1,25·6 = 3,75 m2
V = 1/3·3,75·41 = 51,25 m3
Suma: 5642,57 m3
Nasyp
Pole 9
Pp = 0,5·3·14 = 21 m2
V = 1/3·21·99 = 693 m3
Pole 10
Pp = 0,5·3·14 = 21 m2
V = 1/3·21·10 = 70 m3
Pole 11
Pp = 0,5·3,7·18 = 33,3 m2
V = 1/3·33·12 = 132 m3
Pole 12
Pp1 = 0,5·3,7·18 = 33,3 m2
V1 = 33,3·95 = 3163,5 m3
Pp2 = 0,5·15·3,7 = 27,75 m2
V2 = 1/3·27,75·95 = 878,75 m3
V = 3163,5+878,75 = 4042,25 m3
Pole 13
Pp1 = 0,5·3,8·19 = 36,1 m2
V1 = 36,1·104 = 3754,4 m3
Pp2 = 0,5·3,8·6 = 11,4 m2
V2 = 1/3·104·11,4 = 395,2 m3
V = 395,2+3754,4= 4149,6 m3
Pole 14
Pp = 0,5·3,8·19 = 36,1 m2
V = 1/3·36,1·12 = 144,4 m3
Pole 15
Pp = 0,5·3,1·13 = 20,15 m2
V = 1/3·20,15·13 = 84,32 m3
Pole 16
Pp = 0,5·3,1·13 = 20,15 m2
V = 1/3·20,15·66 = 443,3 m3
Suma: 9758,87 m3
Korekcja poziomu niwelacji
Hkor =H0-∆H1+∆H2-∆H3
H0 = 202,2m
∆H1= (Vws+VNS)/(FWN+FWS+FNS)
FWS= 782+1507,5+2261+13,8
FWS= 4564,3 m2
FNS= 892,5+722,5+2362,5+2090
FNS= 6067,5 m2
∆H1= (5642,57+9758,87)/(200*140+4564,3+6067,5)
∆H1= 0,4 m
∆H2= (V·k0)/[F+(FN+FNS)·Ko)
V = 24965,07+24559,82+5642,57+9758,87
V = 64926,33 m3
K0 = 0,025
∆H2= (64926,33·0,025)/[38631,8+(14208+6067,5)·0,025
∆H2= 0,04 m
∆H3= 0,015 m
Hkor = 202,2-0,4-0,04-0,015
Hkor = 201,74 m
Długość drogi przemieszczenia gruntu
Nasyp
| Pole | Vn[m3] | xi | yi | Vn(xi) | Vn(yi) |
|---|---|---|---|---|---|
| A1 | 2214 | 15 | 125 | 33210 | 276750 |
| A2 | 2304 | 45 | 125 | 103680 | 288000 |
| A3 | 2484 | 75 | 125 | 186300 | 310500 |
| A4 | 2619 | 105 | 125 | 274995 | 327375 |
| A5 | 2646 | 135 | 125 | 357210 | 330750 |
| A6 | 2529 | 165 | 125 | 417285 | 316125 |
| A7 | 1572 | 190 | 125 | 298680 | 196500 |
| B1 | 909 | 15 | 95 | 13635 | 86355 |
| B2 | 864 | 45 | 95 | 38880 | 82080 |
| B3 | 963 | 75 | 95 | 72225 | 91485 |
| B4 | 1161 | 105 | 95 | 121905 | 110295 |
| B5 | 1359 | 135 | 95 | 183465 | 129105 |
| B6 | 1422 | 165 | 95 | 234630 | 135090 |
| B7 | 948 | 190 | 95 | 180120 | 90060 |
| C1N | 13,65 | 10 | 78 | 136,5 | 1064,7 |
| C2N | 1,05 | 31 | 79 | 32,55 | 82,95 |
| C3N | 4,05 | 85 | 78 | 344,25 | 315,9 |
| C4N | 46,8 | 110 | 77 | 5148 | 3603,6 |
| C5N | 195,3 | 140 | 74 | 27342 | 14452,2 |
| C6N | 312,12 | 168 | 67 | 52436,16 | 20912,04 |
| C7 | 378 | 190 | 65 | 71820 | 24570 |
| D6N | 0,3 | 179 | 49 | 53,7 | 14,7 |
| D7N | 19,8 | 195 | 47 | 3861 | 930,6 |
| P9 | 693 | 205 | 128 | 142065 | 88704 |
| P10 | 70 | 206 | 142 | 14420 | 9940 |
| P11 | 132 | 202 | 146 | 26664 | 19272 |
| P12 | 4042,25 | 150 | 150 | 606337,5 | 606337,5 |
| P13 | 4149,6 | 63 | 151 | 261424,8 | 626589,6 |
| P14 | 144,4 | -4 | 150 | -577,6 | 21660 |
| P15 | 84,32 | -7 | 145 | -590,24 | 12226,4 |
| P16 | 443,3 | -5 | 125 | -2216,5 | 55412,5 |
| SUMA | 34723,94 | 3724921 | 4276559 |
xN= ∑VNi(xi)/∑VNi
xN= 3724921/34723,9
xN= 107,272
yN= ∑VNi(yi)/∑VNi
yN= 4276559/34723,9
yN= 123,16
Wykop
| Pole | Vw[m3] | xi | yi | Vw(xi) | Vw(yi) |
|---|---|---|---|---|---|
| C1W | 588,3 | 17 | 63 | 10001,1 | 37062,9 |
| C2W | 787,65 | 46 | 64 | 36231,9 | 50409,6 |
| C3W | 743,85 | 72 | 63 | 53557,2 | 46862,55 |
| C4W | 465,3 | 102 | 60 | 47460,6 | 27918 |
| C5W | 156,6 | 130 | 55 | 20358 | 8613 |
| C6W | 37,44 | 155 | 53 | 5803,2 | 1984,32 |
| D1 | 1899 | 15 | 35 | 28485 | 66465 |
| D2 | 2268 | 45 | 35 | 102060 | 79380 |
| D3 | 2313 | 75 | 35 | 173475 | 80955 |
| D4 | 1899 | 105 | 35 | 199395 | 66465 |
| D5 | 1314 | 135 | 35 | 177390 | 45990 |
| D6W | 598,98 | 164 | 34 | 98232,72 | 20365,32 |
| D7W | 182,7 | 187 | 31 | 34164,9 | 5663,7 |
| E1 | 1842 | 15 | 10 | 27630 | 18420 |
| E2 | 2232 | 45 | 10 | 100440 | 22320 |
| E3 | 2304 | 75 | 10 | 172800 | 23040 |
| E4 | 1944 | 105 | 10 | 204120 | 19440 |
| E5 | 1476 | 135 | 10 | 199260 | 14760 |
| E6 | 1044 | 165 | 10 | 172260 | 10440 |
| E7 | 464 | 190 | 10 | 88160 | 4640 |
| P1 | 483,47 | -6 | 20 | -2900,82 | 9669,4 |
| P2 | 98 | -3 | -3 | -294 | -294 |
| P3 | 151,2 | -4 | -5 | -604,8 | -756 |
| P4 | 2341,65 | 40 | -10 | 93666 | -23416,5 |
| P5 | 2497 | 110 | -6 | 274670 | -14982 |
| P6 | 10 | 201 | -2 | 2010 | -20 |
| P7 | 10 | 202 | -1 | 2020 | -10 |
| P8 | 51,25 | 201 | 9 | 10301,25 | 461,25 |
| SUMA | 30202,39 | 2330152 | 621846,54 |
xw= ∑VWi(xi)/∑VWi
xw= 2330152/30202,9
xw= 77,15
yw= ∑VWi(yi)/∑VWi
yw= 621846,54/30202,39
yw= 20,59
L=$\sqrt{\left( Xw - Xn \right)^{2} - \left( Yw - Yn \right)^{2}}$
L=$\sqrt{\left( 77,15 - 107,272 \right)^{2} - \left( 20,59 - 123,16 \right)^{2}}$
L= 106,9m
Obliczenia wydajności eksploatacyjnej spycharki oraz czasu trwania robót niwelacyjnych.
1. Parametry określające wielkość zadania
VW= 30202,39 m3
Kategoria gruntu: III
L= 106,9
2. Obliczenie wydajności eksploatacyjnej spycharki SM-101.
We= (3600/Tsφ)·q·Sn·Ss·Sw
Sw= 85%= 0,85
Sn= 0,9
Ss= 0,8
q= 2,5 m3
Tsφ= Tst+Tzm
Tst= tzb+tzk+tpo
tzb=5s
tzk=10s
tpo=10s
Tst=25s
Tzm= Ls/Vs+Lp/Np.+(Lp+Ls)/Vpw
Ls= q/hsk·L
Ls= 2,5/0,2·3
Ls= 4,16m
Lp= 102,74m
Lpw= 106,9m
Tzm=0,00416/2,25+0,10274/5,14+0,1069/9,65
Tzm=0,033h= 118,8 s
Tsφ= 118,8+25 =143,8s
We= (3600/143,8)·2,5·0,9·0,8·0,85
We= 38,3 m3/h
t=V/ We
t= 30202,39/38,3
t= 788,6 h
| obliczenia | obliczenia wg. KNR | |
|---|---|---|
| Sprzęt | SM-101 | |
| Wydajność[m3/h] | 38,3 | |
| czas[h] | 788,6 |