DEVELOPMENT OF DIGITAL CITY MODELS USING 3D GIS

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DEVELOPMENT OF DIGITAL CITY MODELS USING 3D GIS HUSSEIN S. ALBOTANY University of Mosul, Iraq. Archhussein77@yahoo.com Abstract. Digital city is a copy of an actual city in the virtual space. It is expected to play an important role in urban planning, disaster simulation etc. Recent advanced remote sensing technologies, which are capable to quickly provide detailed information of city areas, ease the construction of 3D city models. Urbanization has evinced interest from a wide section of the society including experts, amateurs and novices. With the development and infrastructure initiatives mostly around the urban centers, the impacts of urbanization and sprawl would be on the environment and the natural resources. The research introduces an application of 3D GIS on Manama City. 1. Introduction With the rapid development of technologies in recent years, 3D-GIS has emerged with reality. Creation of 3D digital city model using conventional stereo images of aerial photos or satellite images is a cumbersome and less cost effective technique for applications in wireless telecom networking and risk management. In telecom networking, the most important parameter for location of the signal towers is the building density data. The height of the buildings causes obstruction and loss of signal over a distance in urban areas. A digital city model is very helpful in planning the installation of signal towers. The high-resolution satellite imageries are used to capture building polygons. The ratio of the base and the top of the building gives a relative height data which can be multiplied with a factor based on the actual height of one building to determine the actual height for all the buildings.

410 HUSSEIN ALBOTANY Figure 1 Urban photos of Manama, Bahrain 2. Study Area As a part of the study, an area of Manama city was taken as well as Merged QuickBird imagery with this study. These images were used as it is possible to distinguish both the skyscrapers and the residential areas when viewed at off nadir angle. The Scope of the study includes creation of 3D city model for the area and User need assessment in that specified area. The study not only focuses on the urban city modeling but also the use of these city models for micro cellular and urban planning. 3D-GIS is considered as a powerful tool to solve various issues which modern cities confront. Figure2, Satellite Image Of The Study Area (Portion Of Manama City) Part 5

DEVELOPMENT OF DIGITAL CITY MODELS USING 3D GIS 411 Figure 3, 3d GIS Population Density in Docklands, London Figure 4, GIS of Manama 3. Methodology of the Study The Methodology of the study comprised of the following activities (Figure 5): Short Paper

412 HUSSEIN ALBOTANY Extraction of 3 main layers in AutoCAD platform (Builtup,Hydro & Road network ) Plotting and Ground verification Image classification on Erdas platform Integration of all the layers (Classified output) 3D visualization of the model created. Single high resolution off nadir Image Capturing building polygons Vector extraction and buffering Image classification Incorporating height information Integration Other land use classes Digital City Model Figure 5. Flow chart for digital city model creation. 4. Building Up Layers Forming layers is by: 1. Building Roof tops were captured as polygons in the AutoCAD environment. The captured building polygons were moved to their respective bases using the semi automatic methods. 2. Due to large variation in the building structures, semi automatic methodology could not be used at all locations to find out the building heights and the aid of field visit was taken in those areas. The Building heights were calculated based on the number of floors of the buildings. 3. Classification of the building polygons as residential, commercial and industrial areas with reference to the field data received. Part 5

DEVELOPMENT OF DIGITAL CITY MODELS USING 3D GIS 413 4. An average height of about 8ft. was taken as the standard height for a floor and accordingly the building heights were calculated (For the buildings where the height information could not be collected). Roof Top Buildin g Base Figure 6, Captured roof tops and building bases 5. Plotting and Ground Verification After the rooftop capturing and their respective base movement, unique IDs were generated over the building footprints (bases) and their hardcopy plots were taken at 1: 500 scale. The unique ids were generated using an in-house built tool, which generates a numerical text (unique id) at center of each building polygon. It also creates a corresponding excel file which contains the unique id field with unique ids. This approach helps to verify each and every building polygon on the field and its corresponding height information can be entered into the hardcopy XLs. Numerous hardcopy plots were taken in AutoCAD software and their corresponding hardcopy excel sheets were given to the field team, who were allotted different work allocation units to work upon. The hardcopy plots included: Short Paper

414 HUSSEIN ALBOTANY 1) Master plan of the area- it included all the major roads along with their names, and about a fifty main landmarks and important places in Manama. 2) Image Hardcopy- It included the image (background) and overlying roads and their names along with the landmarks points. 3) Drawing Plots It included the hardcopy plots of CAD drawings. It had building footprint polygons along with their unique ids and master plan drawings overlaid. Each and every building was identified and its height and building type (whether commercial, residential or industrial etc) was noted on the ground and information entered in the excel sheet. The measurement was mainly done by three main methods: a) Visual estimation methods were used in those places, where the entry was restricted. b) GPS was used, where the entry into the building was possible. c) Collected height information from estate manager or security etc. 5.1 VECTOR EXTRACTION AND BUFFERING The entire transportation layer was divided into various categories like freeways, highways, main roads, streets and railways etc. These layers were extracted from the imagery and the appropriate widths were assigned based on the standards that were used for different classes. 5.2. HYDRO LAYER Figure 7, Road centre lines with buffer Part 5

DEVELOPMENT OF DIGITAL CITY MODELS USING 3D GIS 415 The hydro layer consists of the confined water bodies and golf courses. The golf are extracted either as lines or polygons based on the width. 5.3. IMAGE CLASSIFICATION All the other layers like vegetation open and barren classes were classified using the semi automated methods after modification of the unsupervised product of the pan-sharpened data (Merged image). The classes like playground, etc. were captured manually taking the reference of toposheets and guide maps. 5.3. INTEGRATION OF DIFFERENT LAYERS 1. Building base polygons converted to Raster. 2. Buffered road network converted to Rater. 3. Classified layer of the other classes (vegetation, open barren, playground, etc.) from the modified unsupervised product of Pan sharpened images. Figure 8, The classified output of the data Short Paper

416 HUSSEIN ALBOTANY 5.4. 3D VISUALIZATION OF THE DATA A 3D view of the data was generated by providing building height information, attached as an attribute with vector datasets (building footprints) using Arcview 3D analyst. Figure 9, 3D visualization of the study area Part 5

DEVELOPMENT OF DIGITAL CITY MODELS USING 3D GIS 417 6. Software Used for the study The software used for the study are: 1. Auto Cad Map for roof top capturing and further movement of the tops to bases. 2. Arcview 3.2-3D analyst for elevation data creation and processing, 3. In house developed tools for processing and format conversion 4. Erdas Imagine for the extraction of Classified output and Virtual 3D simulation 7. Discussion and Conclusion 1. The building height can be taken for even small buildings to very high rise buildings (rooftop structures like storage tanks, lift rooms etc can be ignored). 2. General conventional methods need overlapping stereo pairs for creation of 3D model, whereas with this method a single high resolution image is sufficient for creating a 3D model. 3. Actual building heights can be computed (with an inaccuracy of 2-3 mts) on average if true height of one or more buildings in the work area is known. Considering the quick turnaround time and low cost for the creation of data with sufficient acceptable accuracy limits, this method is much more acceptable than conventional methods especially for certain applications such as telecom network planning 4. Trained professionals are not required and an average individual with good CAD capabilities can carry out the task at ease. High-resolution satellite data, obtained from satellites such as Manama and QuickBird have considerably increased the interpretability of land sue/land cover and transport network data extraction for wireless telecom and utility sector. This present approach enables users to visualize complicated urban planning information in 3D way, to evaluate allowable capacity of block and to simulate building plans. With visualization and analysis capability, 3D-GIS is considered as a powerful tool to solve various issues which modern cities confront. Short Paper

418 HUSSEIN ALBOTANY Figure 10, Utility planning Figure 11, Microcellular planning References Wolfgang Forstener, Bonn, 1999. 3D City Models, Automatic and semiautomatic acquisition methods. C.Benner,N.Haala & D.Fritsch, 1999. Towards Fully automated 3D City Model Generation Fei Deng, Zuzun Zhang, Jianqing Zhang, 2004. Construct 3D city Model by Multi-Sensor data. ISPRS Workshop on Service and Application of Spatial Data Infrastructure, XXXVI (4/W6), October 14-16, Hangzhou, China.. http://www.ipf.tuwien.ac.at/publications/isprs_2004_istanbul/digital_city_models_gv.pdf http://www.ipf.tuwien.ac.at/publications/gv_udms_venice_2004.pdf Part 5