占用车行道的路内停车泊位设置条件

doi:10.13229/j.cnki.jdxbgxb20180928

Abstract

Abstract:

In order to provide reference for setting on-street parking space that occupies vehicle lane, traffic flow parameters survey was conducted under the interruption of on-street paring. The changing rules of cars’ saturated headway with the number of on-street parking cars were analyzed. The models between the saturated headway with the number of on-street parking cars on adjacent lane and interval lane were established respectively using SPSS software. Based on established models, suggested thresholds of traffic volume for adjacent lane and interval lane were given to set on-street parking lot, and case study was conducted. It shows that cars' saturated headway on adjacent lane and interval lane increases with the number of on-street parking cars and there are quadratic function relations between them. With the increase in the number of on-street paring cars the road design speed increases, and the adjustment factor decreases for possible capacity, so the setting of on-street parking lot is more improper. When the number of on-street parking car is the same, adjustment factor for possible capacity of interval lane is larger than that of adjacent lane, so the influence of on-street parking on traffic operation of interval lane is less than that of adjacent lane.

Key words: engineering of communications and transportation system, on-street parking, possible capacity, adjacent lane, interval lane, setting condition

CLC Number:

U491

Guo-zhu CHENG, Si-he FENG, Tian-jun FENG. Setting condition of on⁃street parking space occupied vehicle lane[J].Journal of Jilin University(Engineering and Technology Edition), 2019, 49(6): 1858-1864.

Figures/Tables 15

Table 1

Fig.1

Fig.2

Fig.3

Table 2

Fitting functions of saturated headway on adjacent lane and number of parking cars"

模型形式	函数表达式	R ²
线性函数	$y = 0.0302 x + 2.8414$	0.809 0
二次函数	$y = 0.0052 x 2 - 0.0176 x + 2.93$	0.940 9
指数函数	$y = 2.8452 e 0.01 x$	0.815 4
对数函数	$y = 0.0922 l n (x) + 2.8509$	0.576 2
幂函数	$y = 2.8538 x 0.0307$	0.584 3

Table 2

Fig.4

Table 3

Fitting functions of saturated headway oninterval lane and number of parking cars"

模型形式	函数表达式	R ²
线性函数	$y = 0.0111 x + 2.8791$	0.508 3
二次函数	$y = 0.0038 x 2 - 0.0238 x + 2.9438$	0.834 2
指数函数	$y = 2.8798 e 0.0038 x$	0.508 6
对数函数	$y = 0.0298 l n (x) + 2.8882$	0.278 9
幂函数	$y = 2.8887 x 0.0101$	0.279 1

Table 3

Table 4

Table 5

Table 6

Table 7

Table 8

Table 9

Table 10

Table 11

References

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路侧停车数量/ (pcu·min^-1)	设计速度/（km·h^-1）
路侧停车数量/ (pcu·min^-1)	60	50	40	30	20
2	0.686	0.726	0.748	0.772	0.882
3	0.684	0.724	0.746	0.769	0.879
4	0.680	0.720	0.741	0.765	0.874
5	0.673	0.713	0.734	0.757	0.865
6	0.664	0.703	0.724	0.747	0.854
7	0.653	0.692	0.713	0.735	0.840
8	0.641	0.678	0.699	0.721	0.824

停车数量/(pcu·min^-1)	交通组成修正系数
停车数量/(pcu·min^-1)	1.0	0.9	0.8	0.7	0.6	0.5	0.4	0.3
2	988	889	790	691	593	494	395	296
3	985	886	788	689	591	492	394	295
4	979	881	783	685	587	489	391	294
5	969	872	775	678	581	485	388	291
6	956	861	765	669	574	478	383	287
7	941	847	753	658	564	470	376	282
8	922	830	738	646	553	461	369	277

路侧停车数量/ (pcu·min^-1)	设计速度/(km·h^-1)
路侧停车数量/ (pcu·min^-1)	60	50	40	30
3	0.688	0.729	0.751	0.774
4	0.687	0.728	0.750	0.773
5	0.685	0.725	0.747	0.771
6	0.681	0.721	0.743	0.766
7	0.675	0.715	0.736	0.759
8	0.667	0.707	0.728	0.751

停车数量/(pcu·min^-1)	交通组成修正系数
停车数量/(pcu·min^-1)	1.0	0.9	0.8	0.7	0.6	0.5	0.4	0.3
3	991	892	793	694	595	495	396	297
4	990	891	792	693	594	495	396	297
5	986	888	789	690	592	493	395	296
6	980	882	784	686	588	490	392	294
7	972	875	777	680	583	486	389	292
8	961	865	769	673	577	481	384	288

路段编号	设计速度/ (km·h^-1)	基本通行能力/ (pcu·h^-1·ln^-1）	路内停车数量/ (pcu·min^-1）	小客车饱和车头时距/s
路段编号	设计速度/ (km·h^-1)	基本通行能力/ (pcu·h^-1·ln^-1）	路内停车数量/ (pcu·min^-1）	邻近车道	间隔车道
1	20	1 400	8	3.2	3.0
2	30	1 600	6	3.0	3.0
3	40	1 650	4	3.0	2.9
4	50	1 700	5	3.0	3.0
5	60	1 800	7	3.1	3.0

Setting condition of on⁃street parking space occupied vehicle lane

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