traffic analysis - lmc-01
TRANSCRIPT
No. of elevators 2 Running open (Y=1;N=2) 1
Speed (mpm) 120 Entrance (Co=1 ; Side op=2) 1
Capacity (person) 13 Opening (W ; mm) 800
No. of Floors 11 Population (By Prog.=1) 420
No. of Stops 11 Floor area (m^2) 0.00
Total Floor Length ( m) 39 Rental ratio 0.75 Std: 0.75
SL (Travel,Local Interval Length; m) 35.4 Area occupied (m^2) 12.5 Std: 120
3.6 Time Loss 0.1 Std: 0.1
Average waiting interval: 53.88 Sec Project: HARTAMAJU - HIGH ZONE
5-minute handling capacity: 13.78 % Model : DI5-PA19-CO300 Bldg:
TRAFFIC STUDY DETAILNo. of elevator(s) n 2
Elevator speed V (m/sec) 2
No. of passengers r (person) 10.4
fL 6.356 N: 9
fE 1
F 7.356
S (m) 5.569
Minimum running distance 2Sa (m) 5.4 Sa: 2.7 ta1: 2.7
S < 2Sa 0 tr: 5.471 ta2: 0
S >= 2Sa Tr (sec) 34.861 ta: 2.7
express 20.4
Door-opening & closing time Td (sec) 19.125 td1: 3.6
Passenger entrance & exit time Tp (sec) 27.04 td2: 0 tp: 2.6
Time loss Tl (sec) 4.616 td3: 0
One round trip time RTT (sec) 107.78 td4: 0
Average waiting interval Tav (sec) 53.88 td5: 3.6
5-minute capacity of each elevator's P' (person) 28.948 td: 2.6
5-minute capacity of all elevators' P (person) 57.89 k1: 1
Floor area Fa (M^2) NA k2: 0
Rental ratio Rr NA k: 1
Effective floor area of each floor Ef (M^2) NA td
Area occupied by one person Ao (M^2) NA 800
Floor population NA 850
Total building population Q (person) 420 900
SE (Express Interval Length; m)
No. of expected stops in local service section
No. of stop(s) in express service section
No. of expected stops in the entire section
Average running distance in local service section
Fp (person)
LIFT TRAFFIC ANALYSIS
TRAFFIC ANALYSIS
LIFT TRAFFIC ANALYSIS
TRAFFIC ANALYSIS
5-minute handling capacity CC (%) 13.78 950
1000
Average local length ALL(m) If SE=0, ALM(m)=0, 5.29 1050
Average Express length AXL(m) If SE=0, ALM(m)=0, 0 1100
else =TL-(F-1)*ALL 5.35 1150
Average Local Interval Time ALIT(sec) 5.35 1200
Total Local Interval Time TLIT(sec) IF SE=0, F*ALIT, else ( F-1)*ALIT 34.03
Total Express Interval Time TEIT(sec) 5.38
Going down Time GDT(sec) IF SE=0, 0.7+V+SL/V, else 0.7+V+TL/V 22.2
Total Trip Time TR(sec) TLIT+TEIT+GDT 61.61
Total Round Trip Time RTT(sec) TP+TD+TR 107.78
The results of this analysis are based on industry standard service characteristics and current
equipment performance capabilities. Differences between this report and the actual service provided by the
indicated equipment may be encountered due to variations in user behavior or building design which where
not anticipated when this report was prepared. We will not be responsible for service deficiencies resulting
from the acceptance of any statistical assumptions by the design professional.
IF AXL<(V*(0.7+V), (0.7+(0.49+4*ALL)^0.5 else (0.7+V+ALL/V)
IF AXL<(V*(0.7+V), (0.7+(0.49+4*AXL)^0.5 else (0.7+V+ALX/V)
NoteNote
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HARTAMAJU - HIGH ZONE
OFFICE
ta
60 1.8
90 2
105 2.4
120 2.7
150 3.2
180 3.7
210 4.2
240 4.7
300 5.7
360 6.7
420 7.7
480 8.7
540 9.7
2co 2s
3.6 4.7
3.7 5
3.8 5.3
3.9 5.5
4 5.7
4.1 5.9
4.2 6.1
4.3 6.3
4.4 6.5
k
800 1
850 1
900 0.95
950 0.95
1000 0.9
1050 0.9
1100 0.85
1150 0.85
1200 0.8
No. of Elevator 2 Opening (W ; mm) 1000
Speed (mpm) 105 Population (By Prog.=1) 210
Capacity (person) 17 Floor area (m^2) 0 9
No. of Floors 19 Rental ratio 1 Std: 0.75
No. of Stops 19 Area occupied (m^2) 0 Std: 7
Total Floor Length ( m) 66.4 Time Loss 0.1 Std: 0.1
SL (Travel,Local Interval Length; m) 63.1 ru (No. of passengers up) 8.5 Std: 0.5 x cap.
Running open (Y=1;N=2) 1 rd (No. of passengers dn) 8.5 Std: 0.5 x cap.
Entrance (Co=1 ; Side op=2) 1
Average waiting interval : 99.85 Sec Project: Hap Seng
5-Minutes Handling Capacity : 24.32 % Model: Bldg: CONDOMINIUM
TRAFFIC STUDY DETAILNo. of elevator(s) n 2
Elevator speed V (m/sec) 1.75
No. of passengers ru (person) 8.5
rd (person) 8.5
fLu 6.845 N: 17
fLd 6.845
fE 0
F 13.69
Su (m) 9.218 ta
Sd (m) 9.218 60
Minimum running distance 2Sa (m) 4.2 Sa: 2.1 90
Su < 2Sa 0 tru: 6.812 ta1: 2.4 105
Sd < 2Sa 0 trd: 6.812 ta2: 0 120
Su >= 2Sa Tr (sec) 52.485 ta: 2.4 150
Sd >= 2Sa 52.485 180
express 0 210
Door-opening & closing time Td (sec) 28.749 td1: 4 240
Passenger entrance & exit time Tp (sec) 57.375 td2: 0 tpu: 3.5 300
Time loss Tl (sec) 8.612 td3: 0 tpd: 3.25 360
One round trip time RTT (sec) 199.706 td4: 0 420
Average waiting interval Tav (sec) 99.85 td5: 4 480
5-minute capacity of each elevator's P' (person) 25.537 td: 2.1 540
5-minute capacity of all elevators' P (person) 51.074 k1: 0.9 td 2co
Floor area Fa (M^2) NA k2: 0 800 3.6
Rental ratio Rr NA k: 0.9 850 3.7
Effective floor area of each floor Ef (M^2) NA 900 3.8
Area occupied by one person Ao (M^2) NA 950 3.9
Floor population NA 1000 4
No. of expected stops in local service section
No. of stop(s) in express service sectionNo. of expected stops in the entire sectionAverage running distance in local service section
Fp (person)
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LIFT TRAFFIC ANALYSIS
TRAFFIC ANALYSIS
LIFT TRAFFIC ANALYSIS
TRAFFIC ANALYSIS
Total building population Q (person) 210 1050 4.1
5-minute handling capacity CC (%) 24.32 1100 4.2
1150 4.3
1200 4.4
k
800
850
900
950
1000
1050
1100
1150
1200
The results of this analysis are based on industry standard service characteristics and current
equipment performance capabilities. Differences between this report and the actual service provided by the
indicated equipment may be encountered due to variations in user behavior or building design which where
not anticipated when this report was prepared. We will not be responsible for service deficiencies resulting
from the acceptance of any statistical assumptions by the design professional.
NoteNote
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CONDOMINIUM 416
1.8
2
2.4
2.7
3.2
3.7
4.2
4.7
5.7
6.7
7.7
8.7
9.7
2s
4.7
5
5.3
5.5
5.7
5.9
6.1
6.3
6.5
1
1
0.95
0.95
0.9
0.9
0.85
0.85
0.8
MAIN SPECIFICATION
No. of elevators:
Rated speed (mpm):
Rated Load (person):
No. of stops:
SL (Travel ; m):
Running open:
Entrance type:
Hap Seng Opening (W ; mm):
0 Population (person):
Floor area (m^2):
( Run : 07-Apr-23 22:13 ) symbol ( unit ) formula result
No. of elevator(s) n 2 Data for calculation:
Elevator speed V (m/sec) Rated speed / 60 1.75
No. of passengers ru (person) 8.5
rd (person) 8.5
No. of expected stops in local fLu N ( 1 - ( ( N - 1 ) / N ) ^ ru ) 6.845 N:
service section fLd N ( 1 - ( ( N - 1 ) / N ) ^ rd ) 6.845
No. of stop(s) in express service section fE 0 0
No. of expected stops in the entire section F fLu + fLd 13.69
Average running distance in Su (m) SL / fLu 9.218
local service section Sd (m) SL / fLd 9.218
Minimum running distance 2Sa (m) 4.2 Sa:
Su < 2Sa tru x fLu 0 tru:
Sd < 2Sa trd x fLd 0 trd:
Su >= 2Sa Tr (sec) SL / V + ta x fLu 52.485 ta:
Sd >= 2Sa SL / V + ta x fLd 52.485
express 0 0 tpd:
Door-opening & closing time Td (sec) td x F 28.749 td:
Passenger entrance & exit time Tp (sec) ru x tpu + rd x tpd 57.375 tpu:
Time loss Tl (sec) tl x (Td + Tp) 8.612 tl:
One round trip time RTT (sec) Tr + Tp + Td + Tl 199.706
Average waiting interval Tav (sec) RTT / n 99.855-minute capacity of each elevator's P' (person) 5 x 60 x (ru+rd) / RTT 25.537 Legend:
5-minute capacity of all elevators' P (person) P' x n 51.074 N:
Floor area Fa (M^2) NA Sa:
Rental ratio Rr NA tl:
Effective floor area of each floor Ef (M^2) NA ta:
Area occupied by one person Ao (M^2) NA td:
Floor population Fp (person) NA
Total building population Q (person) 210 tru:
5-minute handling capacity CC (%) P / Q x 100 24.32 trd:
tpu:
tpd:
LIFT TRAFFIC ANALYSIS FOR APARTMENT,HOTEL, DEPARTMENT BLDG
LIFT TRAFFIC ANALYSIS FOR APARTMENT,HOTEL, DEPARTMENT BLDG
PROJECT:
PREPARED
MODEL:
Local
Ñ ▓ ALL FLOOR FREE
SL
R
un
nin
g T
ime
Bldg:
MAIN SPECIFICATION
2
105
17
19
63.1
Yes
Center OP
1000
210
NA
Data for calculation:
17
2.1
6.812
6.812
2.4
3.25
2.1
3.5
0.1
Legend:
no. of floors in local section
accelerated (decelerated) dist.
time loss
accelerated (decelerated) time
up running time
down running time
door -opening & closing time per one stop
average entrance & exit time per passenger
PREPARED CHECKED APPROVED
Hap SengProject:
Model: 0
Bldg:
Recommended 5 Minute Handling Capacity 10%
5 Minute Handling Capacity 24.32%
Recommended Average Waiting Interval 40
Average Waiting Interval 99.85
LIFT TRAFFIC ANALYSIS FOR APARTMENT HOTEL, DEPARTMENT BLDG LIFT TRAFFIC ANALYSIS FOR APARTMENT HOTEL, DEPARTMENT BLDG
¡ß 5 Minute Handling Capacity¡ß 5 Minute Handling Capacity
¡ß Average Waiting Interval¡ß Average Waiting Interval
5 Minute Handling Capacity
5 Minute Handling Capacity
Average Waiting Interval (sec)
Average Waiting Interval (sec)
¡ßEvaluation of Traffic Analysis Evaluation¡ßEvaluation of Traffic Analysis Evaluation
0%2%4%6%8%
10%12%14%16%18%20%
10%
24.32%
Recommended 5 Minute Handling Capacity
5 Minute Handling Capacity
0
10
20
30
40
50
60
70
80
90
100
40
99.85
Recommended Aver-age Waiting Interval
Average Waiting In-terval