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Asas Sains Data
- 1. LMCP1352 ASAS-ASAS SAINS DATA DALAM PENGANGKUTAN NAMA: GOH MEI YING NO. MATRIK: A183324 PENSYARAH: PROF DATO’ IR DR. RIZA ATIQ ABDULLAH BIN O.K. RAHMAT PROJEK AKHIR
- 3. Q1 Zon Pengeluaran Penarikan A 36,300 34,650 B 41,800 42,570 C 68,200 64,020 D 59,400 61,050 E 47,300 47,190 F 38,500 40,590 BANDAR RUMAH LUAS LANTAI A 16500 1050000 B 19000 1290000 C 31000 1940000 D 27000 1850000 E 21500 1430000 F 17500 1230000 PENGELUARAN = RUMAH * 2.2 PENARIKAN = LUAS LANTAI * 3.3 / 100
- 4. Q2 Zon Pengeluaran Penarikan A 12,418 11,854 B 14,300 14,563 C 23,332 21,902 D 20,321 20,886 E 16,182 16,144 F 13,171 13,886 PENGELUARAN * 65% / 1.9 ; PENARIKAN * 65% / 1.9 Zon Pengeluaran Penarikan A 36,300 34,650 B 41,800 42,570 C 68,200 64,020 D 59,400 61,050 E 47,300 47,190 F 38,500 40,590
- 5. Q3 Zon Pengeluaran Penarikan A 12,418 11,854 B 14,300 14,563 C 23,332 21,902 D 20,321 20,886 E 16,182 16,144 F 13,171 13,886 Jumlah 99,724 99,234 Purata 99,479 Jumlah: Pengeluaran (A F) = 99,724 Penarikan (A F) = 99,234 Purata: (99,724 + 99,234) / 2 = 99,479
- 6. Q3 Zon Pengeluaran Penarikan A 12,387 11,883 B 14,265 14,599 C 23,275 21,956 D 20,271 20,937 E 16,142 16,184 F 13,139 13,920 Jumlah 99,479 99,479 Pengeluaran x*99,479 / 99,724 Penarikan x*99,479/ 99,234 x = zon A ; B ; C ; D ; E ; F
- 7. Q4 Tujuan Jumlah Zon A B C D E F Pengeluaran A 1480 1818 2734 2607 2015 1733 12,387 B 1704 2093 3148 3002 2321 1996 14,265 Asalan C 2780 3416 5137 4899 3787 3257 23,275 D 2421 2975 4474 4266 3298 2837 20,271 E 1928 2369 3563 3397 2626 2259 16,142 F 1569 1928 2900 2765 2137 1838 13,139 Jumlah Penarikan 11,883 14,599 21,956 20,937 16,184 13,920 99,479
- 8. Q5 Zon Pengeluaran Penarikan A 12,418 11,854 B 14,300 14,563 C 23,332 21,902 D 20,321 20,886 E 16,182 16,144 F 13,171 13,886 Zon Pengeluaran Penarikan A 8,693 8,298 B 10,010 10,194 C 16,332 15,331 D 14,225 14,620 E 11,327 11,301 F 9,220 9,720 Jumlah 69,807 69,465 Purata 69,636
- 9. Q5 Zon Pengeluaran Penarikan A 8,671 8,318 B 9,985 10,219 C 16,292 15,369 D 14,190 14,656 E 11,300 11,329 F 9,197 9,744 Jumlah 69,636 69,636 Pengeluaran x*69,636 / 69,807 Penarikan x*69,636/ 69,465 x = zon A ; B ; C ; D ; E ; F
- 10. Q5 Tujuan Jumlah Zon A B C D E F Pengeluaran A 1036 1273 1914 1825 1411 1213 8,671 B 1193 1465 2204 2102 1624 1397 9,985 Asalan C 1946 2391 3596 3429 2651 2280 16,292 D 1695 2082 3132 2987 2308 1986 14,190 E 1350 1658 2494 2378 1838 1581 11,300 F 1099 1350 2030 1936 1496 1287 9,197 Jumlah Penarikan 8,318 10,219 15,369 14,656 11,329 9,744 69,636
- 11. Q6 Zon A B C D E F A 1273 1914 1825 1411 1213 B 1193 2204 2102 1624 1397 C 1946 2391 3429 2651 2280 D 1695 2082 3132 2308 1986 E 1350 1658 2494 2378 1581 F 1099 1350 2030 1936 1496
- 12. Q6 Zon A B C D E F Umpukan A 1273 1914 1825 1411 1213 7,635 B 1193 2204 2102 1624 1397 13,690 C 1946 2391 3429 2651 2280 17,932 D 1695 2082 3132 2308 1986 14,870 E 1350 1658 2494 2378 1581 8,457 F 1099 1350 2030 1936 1496 Umpukan 7,282 13,571 16,889 14,294 7,910
- 13. Q7 TOL 1 TOL 2 TOL 3 TOL 4 TOL 5 TOL 5 TOL 4 TOL 3 TOL 2 TOL 1 RM 0.20/KM
- 14. Q7 Bandar A B C D E F Jumlah bilangan kereta yang memasuki tol 7635 6362 4449 2624 1213 7327 5123 3021 1397 8359 4930 2280 4294 1986 1581 Jarak (km) 19 21 15 17 18 0.20/km (RM) 3.80 4.20 3.00 3.40 3.60 Jumlah kutipan tol (RM) 29013.00 57498.00 53796.00 50558.00 30445.20 Jumlah kutipan dari semua tol (RM) 221310.20 TOL 1 TOL 5
- 15. Q7 Zon Jumlah bilangan kereta yang memasuki tol Jarak (km) 0.20/km (RM) Jumlah kutipan tol (RM) Jumlah kutipan dari semua tol (RM) A 1098 1350 1695 1946 1193 19 3.80 27671.60 212412.40 B 2448 3008 3777 4337 21 4.20 56998.20 C 4478 5502 6909 15 3.00 50667.00 D 6414 7880 17 3.40 48599.60 E 7910 18 3.60 28476.00 F TOL 1 TOL 5 Jumlah kutipan tol dua hala: 221,310.20 + 212,412.40 = RM 433,722.60
- 16. Q8 Pengaliran maksimum / jam = (0.7 * Perjalanan / 23) A B C D E F Pengaliran maksimum/jam 232 194 135 80 37 223 156 92 43 254 150 69 131 60 48 Jumlah 1904 BANDAR A BANDAR F
- 17. Q8 BANDAR F BANDAR A Pengaliran maksimum / jam = (0.7 * Perjalanan / 23) Pengaliran maksimum/jam Jumlah A 33 41 52 59 36 1824 B 75 92 115 132 C 136 167 210 D 195 240 E 241 F
- 18. Q9
- 19. Q10 Umpukan pengaliran lalu lintas Perjalanan Jumlah Umpukan Jumlah kenderaan pada waktu puncak (30%) Jumlah lorong yang diperlukan (bilangan kereta pada waktu puncak/1800) Jumlah lorong yang patut dibina A B 7635 2291 1.3 1 B C 13690 4107 2.3 2 C D 17932 5380 3.0 3 D E 14870 4461 2.5 3 E F 8457 2537 1.4 1 BANDAR A BANDAR F Perjalanan Jumlah Umpukan Jumlah kenderaan pada waktu puncak (30%) Jumlah lorong yang diperlukan (bilangan kereta pada waktu puncak/1800) Jumlah lorong yang patut dibina F E 7910 2373 1.3 1 E D 14294 4288 2.4 2 D C 16889 5067 2.8 3 C B 13571 4071 2.3 2 B A 7282 2185 1.2 1 BANDAR F BANDAR A
- 20. Q10 • Lorong lebuh raya yang patut dibina: F E E D D C C B B A 1 2 3 2 1 Perjalanan Jumlah lorong yang patut dibina A B B C C D D E E F 1 2 3 3 1
Editor's Notes
- Q1 is to find the pengeluaran and penarikan of each city. I have used the formula as shown here to find the datas
- Q2 is to find the pengeluaran and penarikan if 65% individuls uses their own car for the journey and the average % is 1.9 person per car. I have used the formula shown here which is pengeluaran multiplied by 65%, then dividing with 1.9 and penarikan multiplied by 65%, then dividing with 1.9.
- Q3 is to make sure the total pengeluaran and penarikan is the same amount. We first have to find the average for both datas as shown here
- Then, by following the formula and steps here, we are able tally the numbers for pengeluaran and penarikan.
- For Q4, I have done the matriks perjalanan asalan-tujuan.
- For Q5, I have calculated the pengeluaran and penarikan if 70% of the journey is via highway.
- This is the data where the total amount of pengeluaran and penarikan is the same
- This is the table for matriks perjalanan asalan-tujuan
- For Q6, this is the data for cars that drives two ways between the cities.
- Over here shows the visualised and simplified version for the travel allocation.
- For Q7 is to find the total amount of tol needed to pay by car drivers. The tol is set at RM 0.20 per km and the diagram above shows the placings of tol at each cities
- This is the data for journey from City A to City F. The total amount of tol paid is RM221,310.20 (two hundred twenty one thousand, 300 and 10 ringgit and 20 cent)
- This is the data for journey from City F to City A. The total amount of tol paid is RM212,412.40 (two hundred twelve thousand, 400 and 12 ringgit and 40 cent) total up of both ways, the amount is four hundred and 33 thousand, 700 and 22 ringget and 60 cents
- For Q8 is to find the amount of vehicles during peak hours. This is the formula that I’ve used and the data I have calculated for journeys from city A to city F
- This is the data for the journey from city F to city A and the formula used is as shown above here
- For Q9, this is the visualization of travel allocation between cities
- For the last Q which is Q10, it was to find how many roads should be build if the road can fit 1,800 cars per hour. This is the data that I’ve calculated and complied.
- In conclusion, from A to B, 1 road should be built. Etc etclo