The park is surrounded by schools, residential areas, initial development of the business district, and industrial parks. The inhabitants of this area are potential visitors to the park, which presents complex challenges for determining crowd flow and direction within the park. Furthermore, there is terrain relief in the park, including a slope along the boundary, resulting in variability in park design. National and local standards require the planning and construction of an evacuation square at the park’s entrance. This area must accommodate the flow of people and meet the standards for entrance and ancillary facilities.
Considering the intricate variables that impact site selection, a parametric approach is employed to comprehensively evaluate pivotal factors pertaining to the positioning of the park entrance. If the entrance of the park is solely determined by the designers’ subjective experience and perceptual cognition of the environment, the omission of landscape design, the requirements for the park entrance square, and external access to the park may impede future planning and design efforts. A parametric approach would offer superior support in meeting visitor needs and enhancing accessibility to the park.
Parametric Site Selection Methods
According to the Park Design Code (2016), park entrance site selection generally considers the convenience, safety, and comfort of people arriving and leaving. In the traditional landscape design, designers will also consider the landscape design inside the park to make it convenient for people to reach the scenic spots of the park and to meet park management needs [
4,
23,
24,
25,
26,
27]. So, the parameters of park entrance site selection in traditional landscape design includes urban transportation direction and traffic, crowd direction and quantity, distance between the main entrances and the intersection of the city road, the per capita area of the gathering and evacuating square of the park entrance, and the landscape site design of the park (
Table 2).
Therefore, the park entrance site selection is related to crowd activities and site conditions. The parameters considered in this study included the park’s service scope, crowd source, points of interest (POI) in the park, site topography, intersection with urban roads, and requirements for the area of the park entrance auxiliary sites (
Table 3).
The method of park entrance site selection in this study was as follows:
- (1)
Utilizing simulation techniques to track the trajectory of crowd movement towards the park and pinpointing locations where it intersects with the park perimeter, thereby identifying prospective entry points.
- (2)
Conducting an assessment of the conformity between park entrance site parameters and pertinent standards and specifications in order to ascertain the optimal location for the park entrance.
The process for the park entrance site selection involves four steps (
Figure 2,
Table 4):
- (1)
Arrangement of boundaries and key points
The boundary is the boundary of the visitor source area within the park service scope (such as community borders and the office district) and the boundary of the park. Key points include inflection points in the design site, intersection of roads, primary sources of visitor traffic (which are determined based on the intended audience of the park), and the POI within the park which are pre-selected according to the geographical features of the park during the park’s design phase.
- (2)
Parameterized site selection of park entrance
In this study, the Rhino + Grasshopper (R+G) platform was utilized for the parametric site selection of park entrances. The site selection approach consisted of three steps: (A) Simulating the crowd activity path with the Physarealm Algorithm Model (PAM) to identify the cross points of crowd activity paths and park borders. (B) Utilizing the Road Intersection Algorithm Model (RIAM) and Site Slope Algorithm Model (SSAM) to preliminarily screen the range of entrance locations. (C) Determining the location of the park entrance with the Crowd Density Algorithm Model (CDAM) and Crowd Convenience Algorithm Model (CCAM) (
Figure 3).
(A) Simulating crowd activity using the PAM to determine the cross points of the crowd activity path and the park borders. The key parameters are the POI in the park and the crowd source points surrounding the park. The POI of the park should be selected based on the park’s geographical features, such as highlands, water locations, flat sites suitable for crowd activities, woodlands, and other places with outstanding landscape characteristics. The crowd source points should be determined based on the surrounding residential areas, business districts, schools, and other areas where the crowd is concentrated. Areas with dense crowds should be given multiple source points to increase the weight of the crowd.
(B) Preliminary screening of the range of entrance locations utilizing the Road Intersection Algorithm Model (RIAM) and the Site Slope Algorithm Model (SSAM). The key parameter of the RIAM is the distance between the entrances and the road intersection, which can be found in the national and local design codes. The SSAM is a model that calculates the slope of the site based on Digital Elevation Model (DEM) data on the R+G platform.
(C) Determining the location of the park entrance utilizing the Crowd Density Algorithm Model (CDAM) and the Crowd Convenience Algorithm Model (CCAM) (
Figure 3). The CDAM calculates the density of crowd paths and park boundary intersections by comparing the distance between two adjacent intersections. The CCAM calculates the distance between the densely populated points determined by the CDAM and the crowd source points. In different directions of the crowd source, the nearest point is selected as the entrance to the park.
- (3)
Determining the primary and secondary entrances
To ensure easy access for park visitors and to provide guidance for the entrance construction, it is important to determine the primary and secondary entrances of the park. The location of the primary and secondary entrances can be determined based on the crowd activities [
2,
27,
28] which are calculated by running the PAM to find the number of cross points between crowd paths and park borders. The entrance with the highest number of cross points is selected as the primary entrance, while the others are designated as secondary entrances.
- (4)
Rechecking of Park entrance auxiliary sites
To ensure the convenience of park visitors, it is important to consider the site demand of the entrance square and the parking lot after determining the location of the park entrance. Therefore, it is necessary to recheck whether the area of the entrance square is sufficient for the crowd to gather and evacuate, and whether the parking lot can accommodate the number of vehicles.
Calculating the park entrance square area: As the primary passage for park visitors to enter and exit, the functionality of gathering and evacuation must be taken into consideration [
27]. Therefore, a specific entrance square area should be planned for people to enter and exit (Formula (1)).
S: Park entrance square area.
Q: Number of visitors = park area/per capita park area (more than 10 hectares of 60 m
2/ person, less than 10 hectares of 30 m
2/ person [
27]).
K: Conversion coefficient between the maximum number of visitors in the park and the maximum number of visitors in the park (0.5 for more than 10 hectares, 1 for less than 10 hectares).
t: Time for visitors to stay in the entrance square (3 min in the paid park, 1 min in the free park).
s: Floor space per capita of the park entrance square (1 m2).
This is the whole of the park entrance area. It is important for each park entrance to have a suitable area that meets people’s requirements for entering the park. The area of each park entrance square can be determined based on the proportion of the crowd (Formula (2)).
S′: Area of each entrance of the park.
S: The total area of the park entrance square.
a: Value of crowd of each entrance square.
A: Sum of value of crowd in the park entrance square.
Calculating the parking lot area: When planning urban comprehensive parks, it is important to consider the parking needs of visitors. According to the specification, “Parking lots should be set up within 50–100 m of the park entrance, and the area of the gather and evacuation square should not be occupied”. Additionally, “The flatness of the parking lot site ground should be between 0.3–3%” [
27].
Parking lot area can be calculated based on the park area and parking requirements (Formula (3)).
S: Parking lot area.
s: Park area.
k: Number of parking spaces per 100 square meters (0.05 per 100 square meters in general urban parks).
L: Length of parking space (normally 5 m).
W: Width of parking space (normally 2.5 m).
A: Ratio of aisle area to parking space area (generally calculated according to the ratio of 1:2).
Utilizing the formulas discussed, we constructed the Square Area Review Algorithm Model (SARAM) (
Figure 4a) and the Parking Lot Review Algorithm Model (PLRAM) (
Figure 4b) on the R+G platform.