CN104766498A - High-speed airway ramp opening construction and scheduling method thereof - Google Patents

High-speed airway ramp opening construction and scheduling method thereof Download PDF

Info

Publication number
CN104766498A
CN104766498A CN201510074118.3A CN201510074118A CN104766498A CN 104766498 A CN104766498 A CN 104766498A CN 201510074118 A CN201510074118 A CN 201510074118A CN 104766498 A CN104766498 A CN 104766498A
Authority
CN
China
Prior art keywords
aircraft
speed
route
area
airway
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201510074118.3A
Other languages
Chinese (zh)
Inventor
王世锦
隋东
曹希
郦晴云
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanjing University of Aeronautics and Astronautics
Original Assignee
Nanjing University of Aeronautics and Astronautics
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nanjing University of Aeronautics and Astronautics filed Critical Nanjing University of Aeronautics and Astronautics
Priority to CN201510074118.3A priority Critical patent/CN104766498A/en
Publication of CN104766498A publication Critical patent/CN104766498A/en
Pending legal-status Critical Current

Links

Landscapes

  • Traffic Control Systems (AREA)

Abstract

本发明公开了一种高速航路匝口构型,包含飞行等待区、过渡区域和预留区域,其中,飞行等待区为柱状三层建筑物,用于航空器等待进入主航路,通过过渡区域与所述预留区域相连;飞行等待区与主航路平行,距离主航路的距离大于等于预设的最低距离阈值;过渡区域用于引导航空器进入主航路;预留区域与主航路相接,用于航空器进行侧向速度的调整。本发明还公开了一种基于该高速航路匝口构型的调度方法,以调度在飞行等待区域的航空器进入高速航路。本发明结构简单,使用方便,避免了航空器进入高速航路时发生事故。

The invention discloses a high-speed airway turn configuration, including a flight waiting area, a transition area and a reserved area, wherein the flight holding area is a columnar three-story building, used for aircraft waiting to enter the main airway, passing through the transition area and all The above-mentioned reserved area is connected; the flight holding area is parallel to the main airway, and the distance from the main airway is greater than or equal to the preset minimum distance threshold; the transition area is used to guide aircraft into the main airway; the reserved area is connected to the main airway for aircraft Adjust the lateral speed. The invention also discloses a scheduling method based on the turn configuration of the high-speed airway to schedule aircraft in the flight waiting area to enter the high-speed airway. The invention has the advantages of simple structure and convenient use, and avoids accidents when the aircraft enters the high-speed route.

Description

一种高速航路匝口构型及其调度方法A High-speed Airway Turn Configuration and Its Scheduling Method

技术领域 technical field

本发明涉及航路网络设计规划领域,尤其涉及一种高速航路匝口构型及其调度方法。 The invention relates to the field of airway network design and planning, in particular to a high-speed airway turn configuration and a scheduling method thereof.

背景技术 Background technique

随着航空客货运输量和飞行架次的逐年攀升,航空大国均面临着航路结构复杂、主要航路拥堵的困境。为此,国际学者提出了区别于现有空域结构的新型航路网络——高速航路。高速航路是一种带状或管状空域结构的统称,主要设计思想是为高性能远程繁忙航线开设的一种单向、无交叉、有特殊限制和优先权的空中高速通道,它连接大城市群之间,从而使空中交通流平稳快速的通过。 With the increase of air passenger and cargo traffic and number of flight sorties year by year, major aviation countries are facing the dilemma of complex air route structure and major air route congestion. For this reason, international scholars have proposed a new type of air route network that is different from the existing airspace structure - high-speed air route. High-speed airway is a general term for a belt-shaped or tubular airspace structure. The main design idea is to open a one-way, non-crossing, special restriction and priority air high-speed passage for high-performance long-distance busy routes. It connects large urban agglomerations Between, so that the air traffic flow through smoothly and quickly.

类似于高速公路,匝口是飞机进出高速航路的通道,而目前关于高速航路匝口的研究相对较少,尤其是匝口的构型设计和运行方法。如果匝口设计不合理或调度方法不恰当,匝口处航空器的汇入,必然会对主航路的运行安全产生影响。为此,本发明设计了一种高速航路匝口构型及其相应的调度方法。 Similar to highways, turns are passages for aircraft to enter and exit high-speed airways, but there are relatively few studies on turns of high-speed airways, especially the configuration design and operation methods of turns. If the design of the turn is unreasonable or the scheduling method is not appropriate, the inflow of aircraft at the turn will inevitably affect the operational safety of the main airway. For this reason, the present invention designs a high-speed route turn configuration and its corresponding dispatching method.

发明内容 Contents of the invention

本发明所要解决的技术问题是针对背景技术中所涉及的缺陷,提供一种高速航路匝口构型及其调度方法,以避免航空器进入高速航路时发生事故。 The technical problem to be solved by the present invention is to provide a high-speed airway turn configuration and its scheduling method for the defects involved in the background technology, so as to avoid accidents when aircraft enter the high-speed airway.

本发明为解决上述技术问题采用以下技术方案: The present invention adopts the following technical solutions for solving the problems of the technologies described above:

一种高速航路匝口构型,包含飞行等待区、过渡区域和预留区域; A high-speed route turn configuration, including flight holding areas, transition areas and reserved areas;

所述飞行等待区为柱状三层建筑物,用于航空器等待进入主航路,通过过渡区域与所述预留区域相连; The flight holding area is a columnar three-story building, used for aircraft to wait to enter the main airway, and is connected to the reserved area through a transition area;

所述飞行等待区与主航路平行,距离主航路的距离大于等于预设的最低距离阈值; The flight holding area is parallel to the main airway, and the distance from the main airway is greater than or equal to a preset minimum distance threshold;

所述过渡区域用于引导航空器进入主航路; The transition area is used to guide the aircraft into the main airway;

所述预留区域与主航路相接,用于航空器进行侧向速度的调整。 The reserved area connects to the main route and is used for lateral speed adjustment of the aircraft.

作为本发明一种高速航路匝口构型进一步的优化方案,所述飞行等待区三层的高度分别为FL370,FL360,FL350。 As a further optimization scheme of the high-speed route turn configuration in the present invention, the heights of the three floors of the flight holding area are respectively FL370, FL360, and FL350.

作为本发明一种高速航路匝口构型进一步的优化方案,所述过渡区域与主航路的夹角为45度。 As a further optimization scheme for the turn configuration of a high-speed route in the present invention, the included angle between the transition area and the main route is 45 degrees.

作为本发明一种高速航路匝口构型进一步的优化方案,所述预设的最低距离阈值为10km。 As a further optimization scheme of the high-speed route turn configuration in the present invention, the preset minimum distance threshold is 10km.

本发明还公开了一种基于该高速航路匝口构型的调度方法,包含以下步骤: The invention also discloses a scheduling method based on the high-speed route turn configuration, which includes the following steps:

步骤1),当飞行等待区存在等待进入主航路的航空器时,获取主航路中飞向航路匝口的航空器的位置,并计算出各个航空器和航路匝口之间的距离; Step 1), when there is an aircraft waiting to enter the main route in the flight holding area, obtain the position of the aircraft flying to the route turn in the main route, and calculate the distance between each aircraft and the route turn;

步骤2),判断步骤1)各个航空器和航路匝口之间的距离是否在预设的距离阈值范围之外,如果各个航空器和航路匝口之间的距离均在预设的距离阈值范围之外,则执行步骤3),否则重新执行步骤1),直至各个航空器和航路匝口之间的距离均在预设的距离阈值范围之外; Step 2), determine whether the distance between each aircraft and the route turn in step 1) is outside the preset distance threshold range, if the distance between each aircraft and the route turn is outside the preset distance threshold range , then execute step 3), otherwise re-execute step 1) until the distance between each aircraft and the route turn is outside the preset distance threshold range;

步骤3),将在飞行等待区等待的航空器放入过渡区域,使其匀速运动至预留区域; Step 3), put the aircraft waiting in the flight holding area into the transition area, and make it move to the reserved area at a constant speed;

步骤4),控制步骤3)中的航空器在预留区域保持纵向速度不变,横向变道进入主航路。 Step 4), control the aircraft in step 3) to keep the longitudinal speed constant in the reserved area, and change lanes laterally to enter the main airway.

本发明采用以上技术方案与现有技术相比,具有以下技术效果: Compared with the prior art, the present invention adopts the above technical scheme and has the following technical effects:

1.设计了一种高速航路匝口的基本构型,方便航空器进入高速航路; 1. A basic configuration of high-speed airway turns is designed to facilitate aircraft entering the high-speed airway;

2.针对所设计的匝口构型,设计其相应的调度方法,避免了航空器进入高速航路时发生事故。 2. According to the designed turn configuration, design its corresponding dispatching method to avoid accidents when the aircraft enters the high-speed airway.

附图说明 Description of drawings

图1为本发明的方法流程图; Fig. 1 is method flowchart of the present invention;

图2为高速航路匝口构型的俯视图; Figure 2 is a top view of the turn configuration of the high-speed route;

图3为碰撞模板示意图; Figure 3 is a schematic diagram of the collision template;

图4为C航空器从A航空器尾部汇入主航路示意图; Figure 4 is a schematic diagram of aircraft C merging into the main route from the tail of aircraft A;

图5为C航空器从B航空器前部汇入主航路示意图。 Figure 5 is a schematic diagram of aircraft C merging into the main route from the front of aircraft B.

具体实施方式 Detailed ways

下面结合附图对本发明的技术方案做进一步的详细说明: Below in conjunction with accompanying drawing, technical scheme of the present invention is described in further detail:

如图1所示,本发明公开了一种高速航路匝口构型及其调度方法,首先设计出高速航路匝口,然后基于该高速航路匝口对通过其进入高速航路的飞行器进行调度。 As shown in FIG. 1 , the present invention discloses a high-speed airway turn configuration and a dispatching method thereof. First, the high-speed airway turn is designed, and then based on the high-speed airway turn, aircraft entering the high-speed airway are dispatched.

步骤1,设计高速航路匝口。 Step 1, design the high-speed airway turns.

高速航路匝口构型包含飞行等待区、过渡区域和预留区域; High-speed route turn configuration includes flight holding area, transition area and reserved area;

所述飞行等待区为柱状三层建筑物,用于航空器等待进入主航路,通过过渡区域与所述预留区域相连; The flight holding area is a columnar three-story building, used for aircraft to wait to enter the main airway, and is connected to the reserved area through a transition area;

所述飞行等待区与主航路平行,距离主航路的距离大于等于预设的最低距离阈值; The flight holding area is parallel to the main airway, and the distance from the main airway is greater than or equal to a preset minimum distance threshold;

所述过渡区域用于引导航空器进入主航路; The transition area is used to guide the aircraft into the main airway;

所述预留区域与主航路相接,用于航空器进行侧向速度的调整。 The reserved area connects to the main route and is used for lateral speed adjustment of the aircraft.

如图2所示,首先在高速航路一侧的匝口起点处设置一个飞行等待区S,S是一个多层柱体结构,其顶层等待区W1与主航路位于同一个高度层,然后在高速航路与匝口相连一 侧设置一段预留区域S3,预留区域S3与等待区S通过过渡区域S2相连接。当航空器执行完等待程序便可进入过渡区域S2,运行至预留区域S3,调整速度,汇入高速航路的主航路中。 As shown in Figure 2, firstly, a flight holding area S is set at the starting point of the turn on one side of the high-speed route. A section of reserved area S3 is set on the side where the route is connected with the turn, and the reserved area S3 is connected with the waiting area S through the transition area S2. After the aircraft completes the waiting procedure, it can enter the transition area S2, run to the reserved area S3, adjust the speed, and merge into the main airway of the high-speed airway.

步骤1-1:确定等待区S的结构、所在高度层以及相对主航路的距离D1。 Step 1-1: Determine the structure of the holding area S, its level and the distance D1 from the main route.

FAA给出的高速航路高度层设置介于FL300-FL390之间,据此,可选择FL370高度层设置主航路,等待区使用三个高度层,分别为FL370,FL360,FL350,等待区W1与主航路位于同一高度层,等待区W2设置在FL360,等待区W3设置在FL350,每一层最多安排一架航空器执行等待程序。 The high-speed routes given by the FAA are set between FL300-FL390. Accordingly, FL370 can be selected to set up the main route. Three levels are used in the holding area, namely FL370, FL360, and FL350. The holding area W1 is connected to the main route. The routes are located at the same level, the waiting area W2 is set at FL360, and the holding area W3 is set at FL350, and a maximum of one aircraft can be arranged on each floor to perform the waiting procedure.

本发明中,高速航路为一条单向单条航路,具有固定的宽度,主航路宽度20km,中心线两侧各10km,航路两侧再分别设置10km的保护区,预留区域宽度与主航路宽度相等,为20km。因此,等待区距离主航路一侧距离D1≥10km。 In the present invention, the high-speed airway is a one-way single airway with a fixed width, the main airway width is 20km, the center line is 10km on both sides, and 10km protection areas are respectively set on both sides of the airway, and the width of the reserved area is equal to the width of the main airway , is 20km. Therefore, the distance D 1 ≥ 10km from the holding area to the side of the main airway.

步骤1-2:确定过渡区S2的长度及其与主航路的夹角α。 Step 1-2: Determine the length of the transition zone S2 and the angle α between it and the main route.

(1)实际运行时,所有进入高速航路中的航空器具有相同的飞行性能,航空器在过渡区S2中飞行时间相等且状态相同,彼此之间不存在超越行为。但在设计时,考虑不同航空器i的飞行性能存在差异,飞行速度Vi不同,在过渡区S2中所需的运行时间ti不同(i=1,2,3....),vk=max{vi}因此S2的长度: (1) In actual operation, all aircraft entering the high-speed route have the same flight performance, and the aircraft have the same flight time and the same state in the transition zone S2, and there is no overtaking behavior between them. But when designing, consider that there are differences in the flight performance of different aircraft i, the flight speed Vi is different, and the required running time ti in the transition zone S2 is different (i=1,2,3....), v k =max {v i } Hence the length of S2:

L2≥L′2=vk×tk L 2 ≥ L′ 2 =v k ×t k

(2)为了方便航空器从过渡区域S2转向汇入预留区域S3中,S2区与主航路的夹角可以设置为α=45°。因此S2的长度: (2) In order to facilitate the aircraft turning from the transition area S2 to merge into the reserved area S3, the angle between the S2 area and the main airway can be set to α=45°. Hence the length of S2:

LL 22 ≥&Greater Equal; LL 22 ′′ ′′ == 1010 // sinsin αα == 1010 22 kmkm

综合上述(1)(2)两点: Combining the above two points (1) and (2):

S2的长度L2: Length L2 of S2:

≥max{L′2,L″2} L 2 ≥ max{L′ 2 , L″ 2 }

步骤1-3:确定预留区域S3的长度。 Step 1-3: Determine the length of the reserved area S3.

航空器进入预留区域S3之后,经过T2时间调整后,纵向上保持匀速运动,侧向上以a1先匀加速D/2距离(D=20km),再以-a1匀减速D/2距离之后(a1>0)刚好到达主航路中心线,即再经过时间,换道航空器刚好进入主航路中,即一架航空器在时 间内即可离开预留区域,因此预留区域S3长度可以设置为: After the aircraft enters the reserved area S3, after T2 time adjustment, it keeps moving at a constant speed in the longitudinal direction, first accelerates at a1 uniformly for a distance of D/2 (D=20km) in the lateral direction, and then decelerates at a uniform rate of -a1 for a distance of D/2 (a 1 > 0) Just reach the centerline of the main airway, that is, pass through time, the lane-changing aircraft just entered the main route, that is, an aircraft You can leave the reserved area within a certain time, so the length of the reserved area S3 can be set as:

LL ≥&Greater Equal; VV 11 ×× (( TT 22 ++ DD. // aa 11 ))

即可满足运行需求,V1为高速航路实际运行时的航空器速度。 can meet the operation requirements, and V1 is the aircraft speed during the actual operation of the high-speed route.

步骤2:针对该类型匝口,确定其调度方法。 Step 2: Determine the scheduling method for this type of turn.

步骤2-1:确定放行条件。 Step 2-1: Determine the release conditions.

本发明涉及的是单条高速航路,航路沿线存在多个驶入匝口供常规航路上的航空器进入,对于多个匝口中航空器的运动行为可视为相同过程,且不考虑高空风的影响。本发明中航空器换道是由预留区域S3向主航路过渡的过程,是在一个平面上进行的,所以只需考虑汇入时纵向间隔对于运行安全的影响。因此,本发明在建立碰撞模型时,设飞机的翼展用λy表示,纵向上的间隔标准为Sχ,以航空器为中心,在纵向和侧向方向上分别以2Sχ,2λy虚拟出一个矩形区域作为碰撞模板,如图3所示。A、B分别代表主航路中两架航空器的碰撞模板,其长宽都分别为a=2Sx,b=2λy为了避免发生冲突,要始终保持A、B没有接触。因此,航空器在汇入主航路时,要保持其碰撞模板与主航路中前后航空器的碰撞模板没有接触。 The present invention relates to a single high-speed route, along which there are multiple turns for the aircraft on the conventional route to enter. The movement behavior of the aircraft in the multiple turns can be regarded as the same process, and the influence of high-altitude wind is not considered. In the present invention, the aircraft lane change is a transition process from the reserved area S3 to the main airway, which is carried out on one plane, so it is only necessary to consider the influence of the longitudinal separation on the operation safety during the merge. Therefore, when the present invention establishes the collision model, assume that the wingspan of the aircraft is represented by λy, and the interval standard in the longitudinal direction is Sx, with the aircraft as the center, a rectangular area is virtualized with 2Sx and 2λy respectively in the longitudinal and lateral directions as Collision template, as shown in Figure 3. A and B respectively represent the collision templates of two aircrafts in the main route, and their length and width are respectively a=2S x , b=2λ y . In order to avoid conflicts, A and B should always be kept out of contact. Therefore, when an aircraft merges into the main route, its collision template should be kept out of contact with the collision templates of the front and rear aircraft in the main route.

当等待区存在航空器执行等待程序时,实时监测主航路中航空器的位置,并且传递给等待区管制员,经过时间T0后,被放行航空器C到达S2区起点处,以速度V1飞行T1时间刚好完全进入S3区,方向和主航路航空器速度方向平行,再经过一个调整时间T2,实施换道,C航空器侧向上先匀加速T3/2时间再匀减速加速T3/2时间,保证进入主航路时侧向速度为零,后续执行等待程序航空器重复上述过程,确定是否放行,T3为总的换道时间。 When there is an aircraft in the waiting area to perform the waiting procedure, the position of the aircraft in the main route is monitored in real time and passed to the controller in the holding area. After time T0, the released aircraft C arrives at the starting point of S2 area and flies at speed V1 for T1 time. Entering the S3 area, the direction is parallel to the speed direction of the aircraft on the main route. After an adjustment time T2, the lane change is implemented. The aircraft C accelerates uniformly for T 3 /2 time and then decelerates and accelerates for T 3 /2 time to ensure that it enters the main route. When the lateral speed is zero, the subsequent execution of the waiting procedure aircraft repeats the above process to determine whether to pass, and T3 is the total lane change time.

根据上述运动过程可知,C航空器的汇入分以下两种情况: According to the above movement process, it can be known that the import of C aircraft can be divided into the following two situations:

(1)C航空器从A航空器尾部汇入主航路,如图4所示,要确保航空器汇入安全,A航空器碰撞模板尾部距离匝口O点处的距离L1需满足如下条件: (1) Aircraft C merges into the main airway from the rear of aircraft A, as shown in Figure 4. To ensure the safety of the aircraft's merge, the distance L1 between the tail of the collision template of A and the point O at the turn must meet the following conditions:

SA=V1[T0+T1+T2+T3] S A =V 1 [T 0 +T 1 +T 2 +T 3 ]

SA+a-L1-a≥a+V1(T2+T3S A +aL 1 -a≥a+V 1 (T 2 +T 3 )

⇒⇒ LL 11 ≤≤ VV 11 (( TT 00 ++ TT 11 )) -- aa

因此在主航路上距离O点一定距离处设立一个参照点M,OM长度为V1(T0+T1)-a。 Therefore, a reference point M is set up at a certain distance from point O on the main route, and the length of OM is V 1 (T 0 +T 1 )-a.

(2)C航空器从B航空器前部汇入主航路中,如图5所示,要确保航空器运行安全,B航空器碰撞模板前部距离匝口O点处的距离L2需满足如下条件: (2) Aircraft C merges into the main route from the front of aircraft B, as shown in Figure 5. To ensure the safe operation of the aircraft, the distance L2 between the front of the aircraft B’s collision template and the point O at the turn must meet the following conditions:

SB=V1[T0+T1+T2+T3] S B =V 1 [T 0 +T 1 +T 2 +T 3 ]

SB-L2≤a+V1(T2+T3)-a  S B -L 2 ≤a+V 1 (T 2 +T 3 )-a

⇒⇒ LL 22 ≥&Greater Equal; VV 11 (( TT 00 ++ TT 11 ))

因此在主航路上距离O点一定距离处设立一个参照点N,ON长度为V1(T0+T1)。 Therefore, a reference point N is set up at a certain distance from point O on the main route, and the ON length is V 1 (T 0 +T 1 ).

因此,要确定一架航空器是否放行,只要判断主航路中相邻两架航空器是否位于MN航段之外,即可对等待区航空器实施放行。 Therefore, to determine whether an aircraft is cleared, it is only necessary to judge whether two adjacent aircraft in the main route are located outside the MN segment, and then the aircraft in the holding area can be cleared.

步骤2-2:确定等待区航空器调度实施步骤。 Step 2-2: Determine the implementation steps of aircraft scheduling in the holding area.

第1步:当飞行等待区存在等待进入主航路的航空器时,获取主航路中飞向航路匝口的航空器的位置,并判断其是否在MN航段上; Step 1: When there is an aircraft waiting to enter the main route in the flight holding area, obtain the position of the aircraft flying to the turn of the route in the main route, and determine whether it is on the MN segment;

第2步:若主航路中的航空器均位于MN航段之外,则t=T0时开始放行,否则,继续等待直至MN航段不存在航空器; Step 2: If the aircraft in the main route are all outside the MN segment, then start clearance at t=T0, otherwise, continue to wait until there is no aircraft in the MN segment;

第3步:被放行航空器进入S2区匀速运动T1时间进入S3区,并且保持速度V1运行。 Step 3: The released aircraft enters the S2 area and moves at a uniform speed T1 to enter the S3 area and maintains the speed V1.

第4步:进入S3区航空器,经过一个调整时间T2,开始进行换道,纵向上保持速度不变,侧向上以a1匀加速时间,再以-a1匀减速时间,完成换道。 Step 4: The aircraft enters the S3 area, after an adjustment time T2, it starts to change lanes, keeps the speed constant in the longitudinal direction, and accelerates uniformly at a1 in the lateral direction time, and then decelerate uniformly at -a1 Time to complete the lane change.

以上所述的具体实施方式,对本发明的目的、技术方案和有益效果进行了进一步详细说明,所应理解的是,以上所述仅为本发明的具体实施方式而已,并不用于限制本发明,凡在本发明的精神和原则之内,所做的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。 The specific embodiments described above have further described the purpose, technical solutions and beneficial effects of the present invention in detail. It should be understood that the above descriptions are only specific embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.

Claims (5)

1. 一种高速航路匝口构型,其特征在于,包含飞行等待区、过渡区域和预留区域; 1. A high-speed route turn configuration, characterized in that it comprises a flight holding area, a transition area and a reserved area; 所述飞行等待区为柱状三层建筑物,用于航空器等待进入主航路,通过过渡区域与所述预留区域相连; The flight holding area is a columnar three-story building, used for aircraft to wait to enter the main airway, and is connected to the reserved area through a transition area; 所述飞行等待区与主航路平行,距离主航路的距离大于等于预设的最低距离阈值; The flight holding area is parallel to the main airway, and the distance from the main airway is greater than or equal to a preset minimum distance threshold; 所述过渡区域用于引导航空器进入主航路; The transition area is used to guide the aircraft into the main airway; 所述预留区域与主航路相接,用于航空器进行侧向速度的调整。 The reserved area connects to the main route and is used for lateral speed adjustment of the aircraft. 2. 根据权利要求1所述的高速航路匝口构型,其特征在于,所述飞行等待区三层的高度分别为FL370,FL360,FL350。 2. The high-speed route turn configuration according to claim 1, wherein the heights of the three floors of the flight holding area are respectively FL370, FL360, and FL350. 3. 根据权利要求1所述的高速航路匝口构型,其特征在于,所述过渡区域与主航路的夹角为45度。 3. The turn configuration of the high-speed route according to claim 1, wherein the angle between the transition area and the main route is 45 degrees. 4. 根据权利要求1所述的高速航路匝口构型,其特征在于,所述预设的最低距离阈值为10km。 4. The high-speed route turn configuration according to claim 1, wherein the preset minimum distance threshold is 10km. 5. 基于权利要求1所述的高速航路匝口构型的调度方法,其特征在于,包含以下步骤: 5. The scheduling method based on the high-speed route turn configuration according to claim 1, is characterized in that, comprises the following steps: 步骤1),当飞行等待区存在等待进入主航路的航空器时,获取主航路中飞向航路匝口的航空器的位置,并计算出各个航空器和航路匝口之间的距离; Step 1), when there are aircraft waiting to enter the main route in the flight holding area, obtain the position of the aircraft flying to the route turn in the main route, and calculate the distance between each aircraft and the route turn; 步骤2),判断步骤1)各个航空器和航路匝口之间的距离是否在预设的距离阈值范围之外,如果各个航空器和航路匝口之间的距离均在预设的距离阈值范围之外,则执行步骤3),否则重新执行步骤1),直至各个航空器和航路匝口之间的距离均在预设的距离阈值范围之外; Step 2), determine whether the distance between each aircraft and the route turn in step 1) is outside the preset distance threshold range, if the distance between each aircraft and the route turn is outside the preset distance threshold range , then execute step 3), otherwise re-execute step 1) until the distance between each aircraft and the route turn is outside the preset distance threshold range; 步骤3),将在飞行等待区等待的航空器放入过渡区域,使其匀速运动至预留区域; Step 3), put the aircraft waiting in the flight holding area into the transition area, and make it move to the reserved area at a constant speed; 步骤4),控制步骤3)中的航空器在预留区域保持纵向速度不变,横向变道进入主航路。 Step 4), control the aircraft in step 3) to keep the longitudinal speed constant in the reserved area, and change lanes laterally to enter the main route.
CN201510074118.3A 2015-02-11 2015-02-11 High-speed airway ramp opening construction and scheduling method thereof Pending CN104766498A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510074118.3A CN104766498A (en) 2015-02-11 2015-02-11 High-speed airway ramp opening construction and scheduling method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510074118.3A CN104766498A (en) 2015-02-11 2015-02-11 High-speed airway ramp opening construction and scheduling method thereof

Publications (1)

Publication Number Publication Date
CN104766498A true CN104766498A (en) 2015-07-08

Family

ID=53648294

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510074118.3A Pending CN104766498A (en) 2015-02-11 2015-02-11 High-speed airway ramp opening construction and scheduling method thereof

Country Status (1)

Country Link
CN (1) CN104766498A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115116274A (en) * 2022-08-30 2022-09-27 南京航空航天大学 A method of airport cluster structure planning

Non-Patent Citations (7)

* Cited by examiner, † Cited by third party
Title
刘兵,等: "空中高速路运行方式研究", 《中国民航飞行学院学报》 *
王世锦,等: "航路网络规划技术研究综述", 《交通信息与安全》 *
王莉莉,等: "基于管制员决策过程的空中高速路匝口控制模型", 《科学技术与工程》 *
王莉莉,等: "空中高速路匝口排序延误研究", 《中国民航大学学报》 *
王莉莉,等: "空中高速路的匝口时隙分配模型研究", 《科学技术与工程》 *
王莉莉,等: "空中高速路网的设计讨论", 《系统工程》 *
辛正伟,等: "欧美"高速航路"研究进展", 《中国民用航空》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115116274A (en) * 2022-08-30 2022-09-27 南京航空航天大学 A method of airport cluster structure planning
CN115116274B (en) * 2022-08-30 2023-12-05 南京航空航天大学 A method for designing airport cluster structures

Similar Documents

Publication Publication Date Title
CN104966402B (en) Queue up and overflow preventing control method in a kind of supersaturation traffic flow crossing
CN105160917B (en) System and method is guided based on the signalized crossing speed that bus or train route is cooperateed with
US10733880B2 (en) Unmanned aerial vehicle traffic signals and related methods
CN103886764B (en) Method is shared in public transportation lane timesharing
CN103198681B (en) A kind of intersection signal control method towards public traffic in priority
CN109345844B (en) Intersection stop bus left lane changing pre-signal control method
CN104952263B (en) Emergency vehicle priority signal control method based on phase difference progressive and circulatory coordination
CN109300306B (en) A collaborative optimization method for variable steering lanes, signal lights and vehicle trajectories at intersections in a vehicle-road collaborative environment
CN106548633A (en) A kind of variable guided vehicle road control method of road network tide flow stream
CN105696821B (en) A kind of public transport passing method
CN103593988B (en) Inside a kind of road, bus stop turns to public transit vehicle sort method
CN107393348A (en) A Collaborative Sequencing Method for Arrival and Departure Flights under Information Sharing Mechanism
CN114495547B (en) A method for coordinated traffic at signalized intersections for autonomous vehicles
CN105957376A (en) No-signal intersection vehicle passing guiding system and method in cooperative vehicle infrastructure environment
CN207367373U (en) A kind of city expressway enters ring road flexibility inducible system
CN104064041B (en) The traffic light regulating system preferential based on public transport fleet and method
CN110059335A (en) A kind of airdrome scene operation emulation mode based on cellular automata
CN111369813A (en) A collaborative control method and system for ramp splitting and merging of intelligent networked vehicles
CN102289943A (en) Traffic control method for ensuring smoothness of fly-over crossing
CN110910646A (en) Cooperative control method for unmanned buses at intersection
CN109326121A (en) Convergence Control Method of Upstream Vehicles in Expressway Construction Area
CN106875700A (en) A kind of entrance driveway design for eliminating start-up lost time and signal optimizing method
CN117576929A (en) Vehicle speed and signal collaborative optimization method considering intersection of different public transport planes
CN108257393B (en) Pedestrian road section street crossing control method based on ground public traffic prior passage
CN106780272B (en) A method for calculating the length of a diamond-shaped interchange deceleration ramp by using traffic conflicts

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
EXSB Decision made by sipo to initiate substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20150708