|Table of Contents|

Study on Urban Waterlogging Simulation andVisualization Method Based on Cesium(PDF)

南京师范大学学报（工程技术版）[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2020年03期
Page:
65-70
Research Field:
测绘科学与技术
Publishing date:

Info

Title:
Study on Urban Waterlogging Simulation andVisualization Method Based on Cesium
Author(s):
Zhang Xu1; 2; 3; Shen Jie1; 2; 3; Zhou Wei1; 2; 4; Du Yixian1; 2; 3; Xu Jiapeng1; 2; 3
(1.Key Laboratory of Virtual Geographic Environment of Ministry of Education,Nanjing Normal University,Nanjing 210023,China)(2.Jiangsu Centre for Collaborative Innovation in Geographical Information Resource Development and Application,Nanjing 210023,China)(3.School of Geography,Nanjing Normal University,Nanjing 210023,China)(4.School of Marine Science and Engineering,Nanjing Normal University,Nanjing 210023,China)
Keywords:
urban waterlogging; SWMM; Cesium; 3D visualization; WebGIS
PACS:
P28
DOI:
10.3969/j.issn.1672-1292.2020.03.011
Abstract:
This paper attempts to analyze the relationship patterns and structural features in hydrological model data,study the interactive method of hydrological model and 3D visualization,and explore the method of combining waterlogging evolutionary processes and mechanisms with 3D visualization. This paper uses the open source JavaScript map engine Cesium to display the waterlogging simulation results in a 3D scene based on SWMM,and implements a three-dimensional interactive visualization system for urban waterlogging with adjustable simulation parameters.

References:

[1] ROSSMAN L A. Storm water management model user’s manual,version 5.0[M]. Cincinnati:National Risk Management Research Laboratory,Office of Research and Development,US Environmental Protection Agency,2010.
[2]KOUDELAK P,WEST S. Sewerage network modelling in latvia,use of infoworks cs and storm water management model 5 in liepaja city[J]. Water & Environment Journal,2010,22(2):81-87.
[3]PITT R,VOORHEES J,FIELD R,et al. SLAMM,the source loading and management model[J]. Wet-weather Flow in the Urban Watershed:Technology and Management,2003:79-101.
[4]程海云,黄艳. 丹麦水力研究所河流数学模拟系统[J]. 水利水电快报,1996,17(19):24-27.
[5]许婷. 丹麦MIKE21模型概述及应用实例[J]. 水利科技与经济,2010,16(8):867-869.
[6]ALLEY W M,SMITH P E. Distributed routing rainfall-runoff model; version II[R]. Dallas:US Department of the Interior,1982.
[7]岑国平. 城市雨水径流计算模型[J]. 水利学报,1990(10):68-75.
[8]仇劲卫,李娜,程晓陶,等. 天津市城区暴雨沥涝仿真模拟系统[J]. 水利学报,2000(11):34-42.
[9]周玉文,戴书健. 城市排水系统非恒定流模拟模型研究[J]. 北京工业大学学报,2001,27(1):84-86.
[10]陈建香. 面向用户的地图交互方式的比较与应用研究[D]. 上海:华东师范大学,2012.

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Last Update: 2020-09-15