CN105550785A - Transfer capability matching-based hub connection bus station configuring method - Google Patents

Abstract

The invention discloses a transfer capability matching-based hub connection bus station configuring method. The method comprises the steps of calculating and confirming the hub conventional bus feeder passenger traffic demand according to traffic surveys or traffic models; assuming that way lines are all adopted as conventional bus connection lines of hub areas, confirming the required number of the way lines and the density of conventional bus lines of the hub areas; building a method for judging whether starting lines and the way lines are needed to be simultaneously set or not; building an optimal configuration model of the conventional bus connection lines of the hub areas, confirming the number of the starting lines and the number of the way lines and obtaining an optimal configuration scheme of the conventional bus connection lines of the hub areas; and confirming the area and the number of bus original and terminal stations and the number of bus halfway stations and obtaining the connection bus station configuring scheme of the hub areas. By adopting the method disclosed by the invention, the purposes of intensively utilizing the public traffic resource and avoiding the road traffic jam of the hub areas are achieved through the optimal configuration of the conventional bus connection lines and stations.

Description

A kind of hinge feeder bus sytem setting sites method based on transfer capabilities match

Technical field

The present invention relates to a kind of hinge feeder bus sytem setting sites method based on transfer capabilities match, belong to Urban Traffic Planning field.

Background technology

Generally can there is the collecting and distributing demand of larger passenger flow in terminals, need to configure the regular public traffic of some and to plug into circuit.Regular public traffic circuit of plugging into comprises originating line and two kinds, approach circuit, there is larger difference in the passenger flow collection and distribution capacity of these two kinds of circuits of plugging into, and it is collecting and distributing that approach circuit can utilize the way station arranged on road to realize passenger flow, and originating line to need to utilize public transport first and last station to carry out passenger flow collecting and distributing.At present these two kinds of regular public traffic circuit of plugging into generally empirically is configured, often occurs following situation: if the approach public bus network of configuration is too much, then obviously can increases the road operating pressure of terminals, can occur crowded when situation is serious; If the originating line of configuration is too much, then need to arrange more public transport first and last station in terminals.Whether public transport first and last station is arranged, the problems such as the quantity arranged and area, related specifications only gives principle regulation, such as, " Code for planning design of transport on urban road (GB50220-95) " regulation " the first and last station of motorbus and electric car should be arranged on beyond urban road with on the ground, often locating land area can by 1000-1400 square metre of calculating "; " urban road public transport station, field, factory engineering design specifications (CJJ/T15-2011) " regulation " connecting points of at the train station, the movable clustering area such as passenger wharf, coach station, large scale business district, regional center (RC), park, gymnasium, theater or multiple transportation modes should be arranged first and last station or the public transportation hub station of many line sharings; Coach station, railway station, passenger wharf main doorway 50m scope planted agent establish public transport first and last station "; In general, the regulation of related specifications is more general, the scientific approach of current quantification also compares shortage, is difficult to judge whether to arrange public transport first and last station according to the actual demand of the collecting and distributing passenger flow of terminals regular public traffic, and determines the area that needs to arrange a few place's public transport first and last station, public transport first and last station.

To study for a long period of time discovery through inventor, can according to the actual demand of the collecting and distributing passenger flow of terminals regular public traffic, consider that originating line and approach circuit two kinds of regular public traffic are plugged into the difference of circuit passenger flow collection and distribution capacity and the difference that requires setting sites, take into account the demand of the collecting and distributing passenger flow of regular public traffic and the unimpeded requirement of road traffic operation, determine that hinge regular public traffic is plugged into the configuration scheme of circuit and station, rationally can not only meet the collecting and distributing demand of terminals regular public traffic passenger flow, can also public transport resources intensive utilization be realized by plug into circuit and distributing rationally of station of regular public traffic and avoid terminals road traffic congestion.

Summary of the invention

Technical matters to be solved by this invention is to provide a kind of hinge feeder bus sytem setting sites method based on transfer capabilities match, the present invention is according to the actual demand of the collecting and distributing passenger flow of terminals regular public traffic, consider that originating line and approach circuit two kinds of regular public traffic are plugged into the difference of circuit passenger flow collection and distribution capacity and the difference that requires setting sites, unimpeded for constraint condition to change to capabilities match and to keep road traffic to run, determine that hinge regular public traffic is plugged into the configuration scheme of circuit and station, rationally can meet the collecting and distributing demand of terminals regular public traffic passenger flow, and realize public transport resources intensive utilization and the road traffic congestion avoiding terminals by plug into circuit and distributing rationally of station of regular public traffic, pointed strong advantage.

The present invention is for solving the problems of the technologies described above by the following technical solutions:

The invention provides a kind of hinge feeder bus sytem setting sites method based on transfer capabilities match, comprise following steps:

Step 1), calculate according to traffic study or traffic model and determine the collecting and distributing passenger flow demand P of hinge regular public traffic _t;

Step 2), according to the collecting and distributing passenger flow demand P of hinge regular public traffic _t, suppose that whole employing approach circuit to be plugged into circuit as the regular public traffic of terminals, determine required approach number of lines N _t, determine terminals regular public traffic line density D _b;

Step 3), set up the method judging whether to need simultaneously to arrange originating line and approach circuit;

Step 4), set up terminals regular public traffic and to plug into line optimization allocation models, determine originating line number N _owith approach number of lines N _t, the regular public traffic obtaining terminals is plugged into line optimization allocation plan;

Step 5), determine often to locate public transport first and last station area S, public transport first and last station quantity n _o, public transport way station quantity n _t, obtain terminals feeder bus sytem setting sites scheme.

As further prioritization scheme of the present invention, described step 2) detailed step as follows:

Step 2.1), suppose that whole employing approach circuit to be plugged into circuit as the regular public traffic of terminals, the approach number of lines N needed for following formulae discovery _t:

$N_t=\frac{P_t}{2C_t}$

Wherein, C _tfor the capacity of regular public traffic approach circuit;

Step 2.2), according to the capacity C of a following formulae discovery regular public traffic approach circuit _t:

$C_t=B_b*J_b*(h-h_t)*\frac{60}{T_t}$

Wherein, B _bfor the rated passenger capacity of regular public traffic standard vehicle, J _bfor other regular public traffic vehicle is to the reduction coefficient of regular public traffic standard vehicle, h is the limit load factor of regular public traffic standard vehicle, h _tfor actual load factor during approach line employing regular public traffic standard vehicle arrival website, T _tfor the departure interval of approach circuit;

Step 2.3), according to following formulae discovery terminals regular public traffic line density D _b:

$D_b=\frac{(L+W)*\mathrm{\γ}*N_t}{2S}$

Wherein, L is the length of terminals, and W is the width of terminals, and γ is that regular public traffic is plugged into the non-linear coefficient of circuit, and S is the area (square kilometre) of terminals, S=L*W.

As further prioritization scheme of the present invention, described step 3) detailed step as follows:

The density of road network can starting regular public traffic circuit within the scope of terminals is D _r, public bus network repeat factor is α; Work as D _b≤ α D _rtime, whole employing approach circuit to be plugged into circuit as regular public traffic, and the required approach number of lines is N _t; Work as D _b> α D _rtime, originating line and approach circuit are set simultaneously and plug into circuit as regular public traffic.

As further prioritization scheme of the present invention, described step 4) detailed step as follows:

Step 4.1), according to the capacity C of a following formulae discovery regular public traffic originating line _o:

$C_o=B_b*J_b*{\mathrm{\η}}_o*\frac{60}{T_o}$

Wherein, η _ofor the load factor of regular public traffic car originating line, T _ofor the departure interval of originating line;

Step 4.2), in order to meet the collecting and distributing passenger flow demand of terminals regular public traffic, should meet the following conditions:

C _o*N _o+C _t*N _t≥P _t

Wherein, N _ofor originating line number;

Step 4.3), in order to avoid the plug into setting of circuit of regular public traffic causes the road of terminals crowded, should meet the following conditions:

$\frac{(L+W)*\mathrm{\γ}*N_o}{4S}+\frac{(L+W)*\mathrm{\γ}*N_t}{2S}\≤{\mathrm{\αD}}_r$

Step 4.4), according to step 4.2) and step 4.3) ask for integer solution, obtain originating line number N _ofeasible solution set N ' _oand approach number of lines N _tfeasible solution set N ' _t, in all feasible solutions, get min{N ' _oand max{N ' _tbe N _oand N _toptimum solution, the regular public traffic obtaining terminals is plugged into line optimization allocation plan.

As further prioritization scheme of the present invention, described step 5) detailed step as follows:

Step 5.1), according to the first and last station area s needed for bar originating line every in following formulae discovery hinge _o:

$s_o=s_b*J_b*\frac{60}{T_o}*\frac{l_b}{v_b}*\mathrm{\β}$

Wherein, s _bfor each public transport standard vehicle first and last station land area, l _bfor feeder bus sytem line length, v _bfor regular public traffic average running speed, β stops bus quantity in hinge the line is busy the ratio that road is equipped with bus quantity;

Step 5.2), often locate hinge feeder bus sytem station area S according to following formulae discovery:

When $\frac{s_o*m+s_z}{100}-\&lsqb;\frac{s_o*m+s_z}{100}\&rsqb;<0.5$ Time, $S=(\&lsqb;\frac{s_o*m+s_z}{100}\&rsqb;+1)*100;$

When $\frac{s_o*m+s_z}{100}-\&lsqb;\frac{s_o*m+s_z}{100}\&rsqb;\&GreaterEqual;0.5$ Time: $S=\&lsqb;\frac{s_o*m+s_z}{100}\&rsqb;*100;$

Wherein, m is originating line number in different brackets Public Transport Junction; s _zfor Public Transport Junction station area;

Step 5.3), according to following formulae discovery public transport first and last station quantity n _o:

When $\frac{N_o}{m}-\&lsqb;\frac{N_o}{m}\&rsqb;<0.5$ Time, $n_o=\&lsqb;\frac{N_o}{m}\&rsqb;+1;$

When $\frac{N_o}{m}-\&lsqb;\frac{N_o}{m}\&rsqb;\&GreaterEqual;0.5$ Time, $n_o=\&lsqb;\frac{N_o}{m}\&rsqb;;$

Step 5.4), according to following formulae discovery public transport way station quantity n _t:

When $\frac{N_t}{\mathrm{\&alpha;}}-\&lsqb;\frac{N_t}{\mathrm{\&alpha;}}\&rsqb;<0.5$ Time, $n_t=\&lsqb;\frac{N_t}{\mathrm{\&alpha;}}\&rsqb;+1;$

When $\frac{N_t}{\mathrm{\&alpha;}}-\&lsqb;\frac{N_t}{\mathrm{\&alpha;}}\&rsqb;\&GreaterEqual;0.5$ Time, $n_t=\&lsqb;\frac{N_t}{\mathrm{\&alpha;}}\&rsqb;;$

Step 5.5), according to step 5.3) and step 5.4) obtain public transport first and last station quantity n _owith public transport way station quantity n _t, obtain terminals feeder bus sytem setting sites scheme.

The present invention adopts above technical scheme compared with prior art, has following technique effect:

1, the present invention distributes regular public traffic rationally according to the actual demand of the collecting and distributing passenger flow of terminals regular public traffic and to plug into circuit and station, the Proper Match of transfer ability can be realized, the problem that effective solution terminals regular public traffic passenger flow is collecting and distributing, avoids the situation occurring that capacity is not enough or capacity is superfluous;

2, the present invention is while consideration transfer ability Proper Match, takes into account road conditions constraint, plugs into and can ensure the unimpeded operation of terminals road traffic behind circuit and station arranging regular public traffic, avoid the appearance of road congested conditions.

Accompanying drawing explanation

Fig. 1 is the process flow diagram of the hinge feeder bus sytem setting sites method based on transfer capabilities match.

Fig. 2 is that the public transport first and last station, western CBD area, lake, Suzhou Industrial Park in case arranges schematic diagram.

Embodiment

Rely on the hinge feeder bus sytem setting sites of subway station for western CBD area, lake in " Suzhou Industrial Park comprehensive transport plan (2012-2030) ", below technical scheme of the present invention be described in further detail:

As shown in Figure 1, the invention discloses a kind of hinge feeder bus sytem setting sites method based on transfer capabilities match, comprise following steps:

1, the western CBD in lake, Suzhou Industrial Park comprises subway Line 1, No. 3 lines, No. 7 lines three subway lines, 3 subway stations are had: Central Park Station (subway Line 1, subway No. 7 lines), station, Xing Hai street (subway Line 1), station, Xing Gang street (subway Line 1, subway No. 3 lines) within the scope of CBD, for the feature that CBD area passenger flow demand is larger, 3 hinges should be built, as shown in Figure 2 in conjunction with 3 subway stations; Calculate that obtaining 3 the collecting and distributing passenger flow aggregate demands of hinge regular public traffic in the western CBD in evening peak lake area is 2.38 ten thousand person-times/hour according to traffic model, wherein produce 2.02 ten thousand person-times/hour, attract 0.36 ten thousand person-time/hour, evening peak needs emphasis to solve passenger flow evacuation problem, the then collecting and distributing passenger flow demand P of hinge regular public traffic _tit is 2.02 ten thousand person-times/hour.

2, the whole employing approach circuit of preliminary hypothesis to be plugged into circuit as the regular public traffic of terminals, determines required approach number of lines N _t;

2.1) the capacity C of regular public traffic approach circuit is calculated _t(person-time/hour):

Wherein, B _bfor the rated passenger capacity (people) of regular public traffic standard vehicle, according to " explanation of urban construction statistical indicator " (building comprehensive [2001] No. 255) and " motor vehicle safe and technical specification (GB7258-2012) ", regular public traffic standard vehicle rated passenger capacity=compartment is fixed effectively stand area (square metre) × every square metre of passenger seat figure place+compartment and is allowed station number, every square metre allows the number of standing to calculate by 8 people, the rated passenger capacity B of the public transport standard vehicle of 10.5 meters long _bbe taken as 70 people; J _bfor other regular public traffic vehicle is to the reduction coefficient of regular public traffic standard vehicle, Suzhou Industrial Park adopts the public transport standard vehicle of 10.5 meters long, J _bbe taken as 1.0; H is the limit load factor of regular public traffic standard vehicle, and h is taken as 1.0; h _tfor actual load factor during approach line employing regular public traffic standard vehicle arrival website, according to the traffic study at lake, Suzhou Industrial Park western CBD regular public traffic approach circuit, h _tbe taken as 0.6; T _tfor the departure interval (minute) of approach circuit, T _tbe taken as 10 minutes;

2.2) the approach number of lines N needed for calculating _t(bar):

Wherein, P _tfor the collecting and distributing passenger flow demand (person-time/hour) of hinge regular public traffic, P _tbe taken as 2.02 ten thousand person-times/hour; C _tfor the capacity (person-time/hour) of regular public traffic approach circuit, according to 2.1), C _tbe taken as 168 person-times/hour;

2.3) terminals regular public traffic line density D is determined _b:

The western CBD in lake, Suzhou Industrial Park is approximately a length L is 1.9 kilometers, and width W is the rectangular region of 0.5 kilometer, lake, Suzhou Industrial Park western CBD regular public traffic line density D _b:

Wherein, γ is that regular public traffic is plugged into the non-linear coefficient of circuit, and according to " Code for planning design of transport on urban road (GB50220-95) ", γ is taken as 1.2; S is the area (square kilometre) of terminals, S=1.9*0.5=0.95 square kilometre.

3, the method judging whether to need simultaneously to arrange originating line and approach circuit is set up;

Regular public traffic can be started at the western CBD in lake, Suzhou Industrial Park to plug into the density of road network D of circuit _rit is 8.63 kilometers/square kilometre; According to " traffic engineering handbook ", public bus network repeat factor is advisable with 1.25-2.5, can suitably increase for downtown area, and terminals public bus network repeat factor is that α is taken as 4.0; α D _r=4*8.63=34.52 kilometer/square kilometre; Lake, Suzhou Industrial Park western CBD regular public traffic line density D _bbe 90.9 kilometers/square kilometre, i.e. D _b> α D _rif all employing approach circuits, then public bus network repeat factor is too high, easily causes road traffic congestion, then need to arrange originating line and approach circuit and to plug into circuit as regular public traffic simultaneously.

4, set up terminals regular public traffic to plug into line optimization allocation models:

4.1) the capacity C of regular public traffic originating line is calculated _o(person-time/hour):

Wherein, η _ofor the load factor of regular public traffic car originating line, η _obe taken as 0.8; T _ofor the departure interval (minute) of originating line, T _obe taken as 5 minutes;

4.2), set up plug into total capacity of circuit of terminals regular public traffic and mate equation with the collecting and distributing passenger flow demand of terminals regular public traffic:

672*N _o+2*168*N _t≥20200

Wherein, N _ofor originating line number (bar);

4.3), in order to avoid the plug into setting of circuit of regular public traffic causes the road of terminals crowded, following equation is set up:

$\frac{(1.9+0.5)*1.2*N_o}{4*1.9*0.5}+\frac{(1.9+0.5)*1.2*N_t}{2*1.9*0.5}\&le;4*8.63$

4.4), according to step 4.2) and step 4.3) ask for integer solution, obtain originating line number N _ofeasible solution set N ' _oand approach number of lines N _tfeasible solution set N ' _t.Because terminals ground price is higher, generally should reduce the setting at public transport first and last station as far as possible, use approach circuit is plugged into as far as possible, so, in all feasible solutions, get N _o=min{N ' _oand N _t=max{N ' _tbe optimum solution, obtaining the plug into configuration scheme of circuit of the western CBD regular public traffic in lake, Suzhou Industrial Park is: originating line number N _oarticle=25, approach number of lines N _tarticle=10.

5, terminals feeder bus sytem setting sites scheme is set up:

5.1) every first and last station area s needed for bar originating line in hinge is calculated _o(square metre):

Wherein, s _bfor each public transport standard vehicle first and last station land area (square metre) in hinge, according to " urban road public transport station, field, factory engineering design specifications (CJJ/T15-2011) ", s _bbe taken as 200 square metres; l _bfor feeder bus sytem line length (kilometer), according to " Code for planning design of transport on urban road (GB50220-95) ", l _bbe taken as 12 kilometers; v _bfor regular public traffic average running speed (kilometer/hour), according to " urban public transport criteria for classification (CJJ/T114-2007) ", the downtown area regular public traffic travelling speed at hinge place is lower, v _bbe taken as 15 kilometers/hour; β stops bus quantity in hinge the line is busy the ratio (%) that road is equipped with bus quantity, and β is taken as 30%;

5.2) often place's hinge feeder bus sytem station area S (square metre) is calculated:

Due to $\frac{s_o*m+s_z}{100}-\&lsqb;\frac{s_o*m+s_z}{100}\&rsqb;=\frac{432*4+35}{100}-\&lsqb;\frac{432*4+35}{100}\&rsqb;>0.5,$ Then:

Wherein, m is originating line number (bar) in different brackets Public Transport Junction, according to " urban road public transport station, field, factory engineering design specifications (CJJ/T15-2011) ", generally should arrange small-sized Public Transport Junction in western CBD area, lake, Suzhou Industrial Park, m is taken as 4; s _zfor Public Transport Junction station area (square metre), according to " urban road public transport station, field, factory engineering design specifications (CJJ/T15-2011) ", s _zbe taken as 35 square metres;

5.3) public transport first and last station quantity n is calculated _o(individual):

Due to $\frac{N_o}{m}-\&lsqb;\frac{N_o}{m}\&rsqb;=\frac{25}{4}-\&lsqb;\frac{25}{4}\&rsqb;<0.5,$ Then $n_o=\&lsqb;\frac{N_o}{m}\&rsqb;+1=\&lsqb;\frac{25}{4}\&rsqb;+1=7;$

5.4) public transport way station quantity n is calculated _t(individual):

Due to $\frac{10}{4}-\&lsqb;\frac{10}{4}\&rsqb;\&GreaterEqual;0.5,$ Then $n_t=\&lsqb;\frac{10}{4}\&rsqb;+1=3;$

5.5), according to 5.3) and 5.4) obtain the western CBD area in lake, Suzhou Industrial Park 7 public transport first and last stations should be set, often locating first and last station area is 1800 square metres, arranges 3 way stations, place.

Those skilled in the art of the present technique are understandable that, unless otherwise defined, all terms used herein (comprising technical term and scientific terminology) have the meaning identical with the general understanding of the those of ordinary skill in field belonging to the present invention.Should also be understood that those terms defined in such as general dictionary should be understood to have the meaning consistent with the meaning in the context of prior art, unless and define as here, can not explain by idealized or too formal implication.

Above-described embodiment; object of the present invention, technical scheme and beneficial effect are further described; be understood that; the foregoing is only the specific embodiment of the present invention; be not limited to the present invention; within the spirit and principles in the present invention all, any amendment made, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.

Claims (5)

1., based on a hinge feeder bus sytem setting sites method for transfer capabilities match, it is characterized in that, comprise following steps:

Step 1), calculate according to traffic study or traffic model and determine the collecting and distributing passenger flow demand P of hinge regular public traffic _t;

Step 2), according to the collecting and distributing passenger flow demand P of hinge regular public traffic _t, suppose that whole employing approach circuit to be plugged into circuit as the regular public traffic of terminals, determine required approach number of lines N _t, determine terminals regular public traffic line density D _b;

Step 3), set up the method judging whether to need simultaneously to arrange originating line and approach circuit;

Step 4), set up terminals regular public traffic and to plug into line optimization allocation models, determine originating line number N _owith approach number of lines N _t, the regular public traffic obtaining terminals is plugged into line optimization allocation plan;

Step 5), determine often to locate public transport first and last station area S, public transport first and last station quantity n _o, public transport way station quantity n _t, obtain terminals feeder bus sytem setting sites scheme.

2. according to claim 1 a kind of based on transfer capabilities match hinge feeder bus sytem setting sites method, it is characterized in that, described step 2) detailed step as follows:

Step 2.1), suppose that whole employing approach circuit to be plugged into circuit as the regular public traffic of terminals, the approach number of lines N needed for following formulae discovery _t:

$N_t=\frac{P_t}{2C_t}$

Wherein, C _tfor the capacity of regular public traffic approach circuit;

Step 2.2), according to the capacity C of a following formulae discovery regular public traffic approach circuit _t:

$C_t=B_b*J_b*(h-h_t)*\frac{60}{T_t}$

Wherein, B _bfor the rated passenger capacity of regular public traffic standard vehicle, J _bfor other regular public traffic vehicle is to the reduction coefficient of regular public traffic standard vehicle, h is the limit load factor of regular public traffic standard vehicle, h _tfor actual load factor during approach line employing regular public traffic standard vehicle arrival website, T _tfor the departure interval of approach circuit;

Step 2.3), according to following formulae discovery terminals regular public traffic line density D _b:

$D_b=\frac{(L+W)*\mathrm{\&gamma;}*N_t}{2S}$

Wherein, L is the length of terminals, and W is the width of terminals, and γ is that regular public traffic is plugged into the non-linear coefficient of circuit, and S is the area (square kilometre) of terminals, S=L*W.

3. according to claim 2 a kind of based on transfer capabilities match hinge feeder bus sytem setting sites method, it is characterized in that, described step 3) detailed step as follows:

The density of road network can starting regular public traffic circuit within the scope of terminals is D _r, public bus network repeat factor is α; Work as D _b≤ α D _rtime, whole employing approach circuit to be plugged into circuit as regular public traffic, and the required approach number of lines is N _t; Work as D _b> α D _rtime, originating line and approach circuit are set simultaneously and plug into circuit as regular public traffic.

4. according to claim 3 a kind of based on transfer capabilities match hinge feeder bus sytem setting sites method, it is characterized in that, described step 4) detailed step as follows:

Step 4.1), according to the capacity C of a following formulae discovery regular public traffic originating line _o:

$C_o=B_b*J_b*{\mathrm{\&eta;}}_o*\frac{60}{T_o}$

Wherein, η _ofor the load factor of regular public traffic car originating line, T _ofor the departure interval of originating line;

Step 4.2), in order to meet the collecting and distributing passenger flow demand of terminals regular public traffic, should meet the following conditions:

C _o*N _o+C _t*N _t≥P _t

Wherein, N _ofor originating line number;

Step 4.3), in order to avoid the plug into setting of circuit of regular public traffic causes the road of terminals crowded, should meet the following conditions:

$\frac{(L+W)*\mathrm{\&gamma;}*N_o}{4S}+\frac{(L+W)*\mathrm{\&gamma;}*N_t}{2S}\&le;{\mathrm{\&alpha;D}}_r$

Step 4.4), according to step 4.2) and step 4.3) ask for integer solution, obtain originating line number N _ofeasible solution set { N' _oand approach number of lines N _tfeasible solution set { N' _t, in all feasible solutions, get min{N' _oand max{N' _tbe N _oand N _toptimum solution, the regular public traffic obtaining terminals is plugged into line optimization allocation plan.

5. according to claim 4 a kind of based on transfer capabilities match hinge feeder bus sytem setting sites method, it is characterized in that, described step 5) detailed step as follows:

Step 5.1), according to the first and last station area s needed for bar originating line every in following formulae discovery hinge _o:

$s_o=s_b*J_b*\frac{60}{T_o}*\frac{l_b}{v_b}*\mathrm{\&beta;}$

Wherein, s _bfor each public transport standard vehicle first and last station land area, l _bfor feeder bus sytem line length, v _bfor regular public traffic average running speed, β stops bus quantity in hinge the line is busy the ratio that road is equipped with bus quantity;

Step 5.2), often locate hinge feeder bus sytem station area S according to following formulae discovery:

When $\frac{s_o*m+s_z}{100}-\&lsqb;\frac{s_o*m+s_z}{100}\&rsqb;<0.5$ Time, $S=(\&lsqb;\frac{s_o*m+s_z}{100}\&rsqb;+1)*100;$

When $\frac{s_o*m+s_z}{100}-\&lsqb;\frac{s_o*m+s_z}{100}\&rsqb;\&GreaterEqual;0.5$ Time: $S=\&lsqb;\frac{s_o*m+s_z}{100}\&rsqb;*100;$

Wherein, m is originating line number in different brackets Public Transport Junction; s _zfor Public Transport Junction station area;

Step 5.3), according to following formulae discovery public transport first and last station quantity n _o:

When $\frac{N_o}{m}-\&lsqb;\frac{N_o}{m}\&rsqb;<0.5$ Time, $n_o=\&lsqb;\frac{N_o}{m}\&rsqb;+1;$

When $\frac{N_o}{m}-\&lsqb;\frac{N_o}{m}\&rsqb;\&GreaterEqual;0.5$ Time, $n_o=\&lsqb;\frac{N_o}{m}\&rsqb;;$

Step 5.4), according to following formulae discovery public transport way station quantity n _t:

When $\frac{N_t}{\mathrm{\&alpha;}}-\&lsqb;\frac{N_t}{\mathrm{\&alpha;}}\&rsqb;<0.5$ Time, $n_t=\&lsqb;\frac{N_t}{\mathrm{\&alpha;}}\&rsqb;+1;$

When $\frac{N_t}{\mathrm{\&alpha;}}-\&lsqb;\frac{N_t}{\mathrm{\&alpha;}}\&rsqb;\&GreaterEqual;0.5$ Time, $n_t=\&lsqb;\frac{N_t}{\mathrm{\&alpha;}}\&rsqb;;$

Step 5.5), according to step 5.3) and step 5.4) obtain public transport first and last station quantity n _owith public transport way station quantity n _t, obtain terminals feeder bus sytem setting sites scheme.