Use of Photogrammetric Methods at the Creation of a Cadastre Map. 
		Three-Dimensional Model of the Cadastre Map 
		Eng. Zlatan ZLATANOV and Eng. 
		Georgi ZLATANOV, Bulgaria  
		
			
				
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					Eng. Zlatan Zlatanov and Eng. 
		Georgi Zloatanov 
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		1)  
		This paper was presented at the FIG Working Week in Sofia, Bulgaria, 
		17-21 May 2015. The paper elaborates on the use of of photogrammetric 
		methods in the creation of a cadastre map. The paper is based on a field 
		study from Bulgaria. 
		SUMMARY 
		
		On 25.04.2000 the Cadastre and the Property Register Act (CPRA) was 
		promulgated in the State Gazette. This provided for the commencement of 
		the workmanship of cadastre maps and cadastre registers (CMCR) of the 
		populated areas in Bulgaria. Subsequently this Act was amended and 
		supplemented exactly 20 times and the most essential amendment was 
		adopted in 2014. 
		  
		Topographic and cadastre plans were elaborated up to year 2000, which 
		the entire graphic information about the populated area was collected in 
		– buildings, fencings, infrastructure, overground elements of the 
		underground infrastructure, relief and so on. I.e. as a result, we had 
		full graphic information about the populated area.   
		The matter with the cadastre registers was different. A “registry 
		sheet” was applied with regard to the cadastre plans, which in the 
		general event solely names of owners were filled up in, and in most 
		events the legal grounds for the possesion of the property were not 
		reflected.  
		In fact the existing cadastre plans were divided into two kinds of 
		different maps with the entry of the Cadastre and the Property Register 
		Act.   
		
			- cadastre maps and cadastre registers showing the ownership over 
			the real estate properties;
 
			- specialized maps and registers showing various specialized 
			information
 
		 
		The methods for the creation of a cadastre map are various and the 
		most appropriate and secure method is through direct geodetic 
		measurements. Can photogrammetric methods help in the elaboration of a 
		cadastre map? This is the question which this presentation shall seek an 
		answer to.  
		РЕЗЮМЕ
		На 25.04.2000 г.  в Държавен весник е обнародван Закон за 
		кадастъра и имотния регистър. Това даде началото на изработването на 
		кадастрални карти и кадастрални регистри на населените места в България. 
		В последствие, този закон е изменян и допълван точно 20 пъти, като 
		най-същественото изменение е прието 2014 г. 
		  
		До 2000-та година се изработваха топграфски и кадастрални планове, в 
		които беше събрана цялата графична информация за населеното място – 
		сгради, огради, инфраструктура, наземни елементи на подземната 
		инфраструктура, релеф и др. Т.е. като резултат, разполагахме с пълна 
		графична информация за населеното място.  
		  
		Не така стоеше въпросът с кадастралните регистри. Към кадастралните 
		планове се прилагаше „разписен списък”, в който , в общият случай се 
		попълваха само имена на собственици,  като в повечето случаи не  
		се отразяваше провното основание за владеенето на имота. 
		  
		С влизане на ЗКИР в сила, всъщност, съществуващите кадастрални планове 
		бяха разделени на два вида различни карти  
		
			- кадастрални карти и регистри, показващи собственоста върху 
			недвижимите имоти;
 
			- специализирани карти и регистри, показващи различна 
			специализирана информация
 
		 
		Различни са методите за създаване на кадастрална карта, като 
		най-подходящият и сигурен метод е чрез директни геодезически измервания. 
		Може ли фотограметричните методи да помогнат при изработването на 
		кадастрална карта ? Това е въпросът на който ще стърси отговор 
		настоящата презентация. 
		1. CREATION OF A CADASTRE MAP AND CADASTRE REGISTERS
		In this presentation we shall consider the technical part at the 
		creation of the cadastre maps without going into depth with regard to 
		the manners and the methods of creation of cadastre registers.  
		The activities for the creation of cadastre maps and registers are 
		implemented by persons who acquired qualifications under the virtue of 
		the Cadastre and the Property Register Act or who acquired 
		qualifications in accordance with the procedure of a member-state of the 
		European Union.  
		Real estate property – subject-matter of the cadastre is: 
		
			- Land property;
 
			- A land property inclusive of such built up in rough construction 
			as well as a facility of the technical infrastructure which there is 
			an independent site in;
 
			- An independent site in a building or in facility of the 
			technical infrastructure.
 
		 
		The land property is the main unit of the cadastre. The land property 
		is a part of the land surface, inclusive of the one which is permanently 
		covered with water, defined with limits in conformity with the right of 
		ownership. 
		These definitions indicate that the creation of the cadastre map does 
		not consist solely of survey of the fencings and buildings existing on 
		the spot. This is a significant stage of the work but there is 
		subsequent treatment which requires knowledge of all the laws and 
		subordinate legislation related to the ownership of real estate 
		properties.  
		We will consider herein the procedure for the creation of a cadastre map 
		in brief.  
		Initial data needed for the creation of a cadastre map and a cadastre 
		register (CMCR) are:  
		
			- Effective and preceding cadastre, regulation and other plans for 
			the territory;
 
			- Registry sheets to them;
 
			- Correspondences from the municipal administration for changes in 
			the cadastre and regulation plans;
 
		 
		All the graphic materials should be scanned, geo-referred and 
		digitalized at the judgment of the Contractor. 
		After the laying and the calculation of a Working Geodetic Base (WGB) 
		overall survey of the existing buildings and fencings will be made. This 
		stage is of exceptional significance due to the fact that these are the 
		real limits within which the land properties are possessed.   
		On the basis of the fencings surveyed on the spot, the digitalized 
		plans and what is of the greatest significance – the documents for 
		ownership, the real property limits are generated. 
		The experience of the qualified person is of essential signifcance at 
		the generation of the property limits. He should judge the degree to 
		which the existing fencing coincides with the property limit.  
		Inquiry of the owners will be made in parallel with these technical 
		activities so that the information about the ownership obtained from the 
		registry sheets and the correspondences from the municipal 
		administration should be filled up and updated.  
		Creation of a cadastre map with the help of photogrammetric methods.
		 
		It is not by chance that we said “with the help of photogrammetric 
		methods” in the title of this part of the presentation. We are of the 
		opinion that the photogrammetric methods may help a lot for the needs of 
		the cadastre map, but they may not be used without surveying the 
		territory in conformity with the standard geodetic methods – a lawn 
		photo with total stations and/or GPS measurements. The matter related to 
		the creation of 3d cadastre and specilaized maps for structural planning 
		is different and we will consider this matter herein below.  
		We made an attempt at creating a cadastre map in conformity with a 
		photogrammetric method for a small territory of the District of 
		Poduyane. For the purpose we used air surveying made at the order of 
		Company GIS – Sofia EOOD (LTD) in 2011. The survey was made by camera 
		UltraCam XP at the height of 2200 m, with pixel 0.10 m, focus distance 
		100.5 mm. 
		We will not consider the details of the aerotriangulation in detail 
		here. The photogrammetric processing was made by a photogrammetric 
		station with software product  PHOTOMOD.  
		The block of photographs is distributed in 10 stripes containing 411 
		stereo pairs. The final results of the aerotraingulation are: 
		
			
				| N
				 | 
				Xm-Xg
				 | 
				Ym-Yg | 
				Zm-Zg | 
				Exy (м) | 
			 
			
				|  RMS: | 
				0.031
				 | 
				 0.031 | 
				0.016 | 
				0.043 | 
			 
			
				| maximum: | 
				0.099
				 | 
				0.079 | 
				0.048 | 
				 0.105
				 | 
			 
		 
		We defined 2 districts – one of them by a complex residеntial 
		construction (Fig. 1) with an area of about 11 hectares and the other 
		one with individual construction (Fig. 2) with an area of about 1 
		hectare.   
		  
		Figure 1 
		  
		Figure 2 
		After the receipt of the stereo model of the site we made mapping of 
		the elements, subject-matter of the cadastre map, which may be mapped – 
		buildings (in the base) and fencings. In fact there was possibility to 
		determine the coordinates of the tops of the buildings and the fencings 
		solely for about 5-10 % of all the buildings and fencings. We did not 
		make use of the possibility for mapping roof lines and measurement on 
		the spot of the eaves due to the reason that for us this method for 
		determination of coordinates of detailed points with precision 
		satisfying the requirements of Ordinance 3 is inapplicable. Another 
		reason not to use the field decipherment as a method for supplementing 
		the photogrammetric data for the purposes of the cadastre map is that 
		the work for the decipherment is not smaller than that at the 
		conventional geodetic methods. In this manner, the price of the end 
		product will be considerably increased, without resulting in the 
		reduction of terms or a better result.  
		  
		Figure3 
		  
		Figure 4 
		In 2014 we also made full survey of the same territory with total 
		stations and we used a working geodetic base as its basis, with 
		development of the needs of the cadastre map of the District of Poduyane 
		(Fig. 3 and 4). 
		The survey was made by 2 field teams for 3 working days. If we add to 
		this term also the term for laying and leveling a working geodetic base, 
		the total time for full survey of this territory does not exceed 5 
		working days. 
		It should be noted that further to the survey of the existing 
		building fund and the building fencings, other elements of the existing 
		infrastructure – curbs, roads and so on – should be surveyed at the 
		workmanship of the cadastre map as well. For all these elements of the 
		city infrastructure, the photogrammetric methods allow for fast and of 
		quality obtaining the needed information with the necessary precision. 
		We used a photogrammetric method (Fig. 5). 
		  
		Figure 5 
		The mapping of these elements was made by the stereo model and not by 
		an orthophotomap. It is important to note that down, as the error 
		obtained at the use from an orthophotomap from the imprecision of the 
		relief drops out at mapping by a stereo model and all the reported 
		points are with their altitudes above the sea level.   
		The mapping took about 20 minutes of one specialist which is 
		incomparable with the time needed for field survey. We performed survey 
		in conformity with the standard geodetic method for verification of the 
		results obtained. After a comparison made of the results obtained in 
		accordance with the two methods, the differences even in one case do not 
		exceed the admissible values pursuant to Art. 18 of Ordinance 3. In the 
		long run we obtained a complete digital model of the investigated 
		territory with the needed precision.  
		Up to here we considered the use of photogrammetry in the process of 
		initial collection of data from measurements for the creation of a 
		cadaste map. After the completion of the field survey, control is 
		exercised over the work done. The photogrammetric methods are 
		irreplaceable here in this process as well. A precise assessment and an 
		analysis of the ready-made cadastre map may be made on the grounds of a 
		developed orthophotomap of the territory. I.e. with the help of the 
		photogrammetric methods it is possible to accelerate the process for the 
		creation of a cadastre map, but this will be at the expense of 
		considerable increase of the expenditures. It is due to this reason that 
		photogrammetric survey with Unmanned Aerial Vehicles (UAV) may be 
		considered for the acceleration of the process in regions where we have 
		complex construction of a comparatively big area as the district 
		indicated in Fig. 1 is. For these regions the survey of the existing 
		infrastructure with the help of Unmanned Aerial Vehicles (UAV) will 
		considerably accelerate the process without exerting essential impact 
		over the price.  
		  
		The following conclusions may be drawn in conclusion of these 
		ratiocinations: 
		
			- The photogrammetric methods find a comparatively limited 
			application at the creation of a cadastre map;
 
			- The use of standard photogrammetric survey solely for the 
			purposes of the cadastre map is not expedient because of making the 
			process considerably more expensive. 
 
			- The use of Unmanned Aerial Vehicles (UAV) for survey of the 
			existing infrastructure and control over small terirtories with 
			complex construction is very useful for the needs of the cadastre 
			map. 
 
		 
		2. CREATION OF A THREE-DIMENSIONAL MODEL OF THE CADASTRE MAP 
		We would like to offer to your kind attention a realized method for 
		the creation of a three-dimensional model of the cadastre map. The 
		method offered by us does not create a precise three-dimensional model 
		with regard to the roofs of the buildings from the cadastre map but 
		allows the creation of such a model for very brief time and provides an 
		overall idea of the territory.  
		
			- Initial materials:
 
			- Cadastre map;
 
			- Digital model of the terrain;
 
		 
		When the matter is about big territories, the photogrammetric method 
		is the most appropriate one for the creation of a digital model of the 
		terrain (Fig. 7). 
		  
		Figure 7 
		In fact the technology we made is very simplified. It is based on the 
		photogrammetric software Photomod, developed by Russian Company Rakurs, 
		as well as on software developed in Company Geocad 93 EOOD 
		We initially use the contours of the buildings and of the properties 
		from the data obtained from the cadastre map (Fig. 8).  
		  
		Figure 8 
		After we impose this information onto the terrain, we may obtain a 
		three-dimensional model of the property limits and of the foundations of 
		the buildings (Fig. 9).  
		  
		Figure 9 
		A specialized format is created in Bulgaria - *.CAD for exchange of data 
		from a digital cadastre map. We will not consider this format in detail, 
		we will only note down that it preserves information about limits of 
		properties, contours of buildings, as well as a number of floors, 
		structure of the buildings and so on. The files in format CAD are text 
		ones, which allows the very easy extraction of information needed with 
		developed applied software.  
		We may comparatively easily obtain the height of each building on the 
		grounds of the data received from the cadastre map about the number of 
		the floors of the buildings and on the grounds of the three-dimensional 
		model of the contours  of the buildings. In this manner we obtain 
		two three-dimensional contours – one on the ground and the other one at 
		the height of the building above the ground (Fig.10). 
		  
		Figure 10 
		Naturally the question how to determine the height of a building arises 
		here. For the purposes of the three-dimensional model of the populated 
		area, we consider that it is sufficient to set up a medium height of the 
		floor and in this manner to obtain the heights of the buildings. Our 
		system allows us to change the heights of the floors for specific 
		buildings.   
		The following step is to obtain a three-dimensional model of all the 
		buildings. We may do this again with the help of the photogrammetric 
		software Photomod with the function 3d-mod (Fig. 11).  
		  
		Figure 11 
		It is possible to export all thus obtained information in an arbitrary 
		format and to use it with other software packages (Fig.12). 
		  
		Figure 12 
		In conformity with this technology, with available initial data we may 
		create a three-dimensional spatial model of a very big territory within 
		the framework of half a day.  
		What were the problems we encountered. In fact the main problem is the 
		information contained in the *.CAD format. When a building is with 
		various heights, the information preserved about this building is only 
		about the highest floor. A building is shown in Fig. 13 at survey and 
		after its reflection in the cadastre map.  
		  
		Figure 13 
		As at this time the information system of the cadastre does not provide 
		precise presentation of a building in conformity with the changes of its 
		height. This information may be obtained only after the investigation of 
		the schemes of independent sites in the building if any. In Fig. 14 we 
		indicated how the same building would look at reporting the differences 
		in height and without rendering an account of these differences. It is 
		seen that with the absence of the differences in height, a completely 
		erroneous idea of this building is obtained. With this example we want 
		to indicate the exceptional significance of the correct and precise 
		cadastre information. Perhaps it is appropriate that the competent 
		institutions in the face of the Geodesy, Cartography and Cadastre Agency 
		should consider the supplementing of the now existing format for 
		exchange of information although there is a cadastre map for almost all 
		the big towns of Bulgaria and we are of the opinion that the time for 
		that has already passed.   
		  
		Figure 14 
		Company Geocad 93 EOOD (LTD) also developed a variant for the creation 
		of a three-dimensional model of the cadastre map in conformity with 
		another technology which, however, is much more labor-consuming but at 
		the expense of this it provides complete and precise results. We will 
		also consider this technology in brief.  
		The cadastre map, the digital model of the terrain and the digital model 
		of the roofs of thee buildings are the initial data about this 
		technology.   
		Mapping of the roofs of the buildings as well as of the eaves is 
		required. In fact with this technology we obtain information about the 
		heights of the buildings not from the data from the cadastre map but 
		from the mapped roofs of the buildings.  
		With this technology we again obtain a three-dimensional model of the 
		foundations of the buildings in the manner already indicated herein. We 
		used the software Bentley MAP Enterprise for the processing of the 
		information thus obtained from the digital model of the terrain, the 
		three-dimensional models of the foundations of the building and the 
		three-dimensionally mapped roofs and eaves. Modeling of the façades of 
		the buildings is performed, and each façade is obtained from the 
		three-dimensional foundation of the building up to the level of the 
		eaves.  
		As a result of this we obtain a real and precise three-dimensional model 
		of the populated area. This model may be supplemented with textures, and 
		the textures of the roofs are obtained from the orthophotomap and those 
		of the façades from their photographic survey (Fig.15). Thus we will 
		obtain further to a completely correct, also a realistic model of the 
		populated area.  
		  
		Figure 15 
		This model may be supplemented by information obtained from alternative 
		methods of surveying. The supplementing of the obtained 
		three-dimensional model with data from laser scanning is indicated in 
		Fig. 16. 
		  
		Figure 16 
		In the long run in this manner we obtain a completely correct 
		three-dimensional digital model of the populated area, but at the price 
		of incomparably more time and funds. 
		3. APPLICATIONS OF THE THREE-DIMENSIONAL 
		MODEL OF THE POPULATED AREA
		We will provide the examples for the use of the three-dimensional model 
		of the populated area making use of the data obtained from the first 
		technology we presented.  
		In the first place, this is the application of the three-dimensional 
		model in the urbanization design. A multitude of software products which 
		allow work with three-dimensional models have already been developed and 
		are offered on the market. It is indicated in Fig. 17 how an idea of the 
		manner in which a district would look with new construction in 
		conformity with an approved urbanization plan could be acquired.  
		  
		Figure 17 
		The design positions of new buildings are indicated in red color. As it 
		may be supposed with this technology for creation of three-dimensional 
		models of the populated areas that the distances between the existing 
		buildings are fully precise, within the limits of the precision of the 
		cadastre map, the obtained urbanization design will completely 
		correspond to the existing situation and all the needed data may be 
		obtained from this model.  
		Another very important application of the three-dimensional model of the 
		populated area is the possibility for its being supplemented with data 
		about the underground communications with the existing new technologies 
		for localization and survey of the underground communications and from 
		the information which is contained in the plans of the underground 
		conduits and facilities. An extract from the underground cadastre plan 
		of the city of Sofia is indicated in Fig. 18. 
		  
		Figure 18 
		As this plan contains information about the spatial positioning of the 
		underground communications, it is completely possible that after its 
		three-dimensional digitalization a complete three-dimensional model of 
		the populated area with included underground infrastructure should be 
		obtained.  
		Conclusions
		
			- At the creation of a cadastre map, the photogrammetric method may be 
		used as an auxiliary method, but the main database may be obtained 
		solely with the traditional geodetic methods. 
 
			- The photogrammetric method is irreplaceable for the workmanship of 
		specialized maps for spatial planning, for the needs of natural parks, 
		for agriculture, maps of seaside areas and so on and it saves 
		considerable spending of funds and time. 
 
			- A three-dimensional model of a populated area may be created making use 
		of data obtained from a cadastre map and photogrammetry for a brief time 
		at a comparatively low price and this model is sufficiently precise to 
		find application in the management of the populated areas. 
 
		 
		CONTACTS
		Eng. Zlatan ZLATANOV Institution Geocad-93 EOOD Address 96 Otets Paisiy st City Sofia COUNTRY Bulgaria Tel. + 359 2 813 19 54 Fax + 359 2 813 19 67 
		Email: office@geocad93.com Web site: 
		www.geocad93.com   Eng. 
		Georgi ZLATANOV Institution Geocad-93 EOOD Address 96 Otets Paisiy st City Sofia COUNTRY Bulgaria Tel. + 359 2 813 19 54 Fax + 359 2 813 19 67 
		Email: office@geocad93.com Web site: 
		www.geocad93.com 
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