digital elevation model generated by unmanned aerial vehicle to

9
Proceedings of the 3rd Applied Science for Technology Innovation, ASTECHNOVA 2014 International Energy Conference Yogyakarta, Indonesia, 13-14 August 2014 Digital Elevation Model Generated by Unmanned Aerial Vehicle to Determine Available Head Assessment for Micro Hydro Power Plant in Merawu River, Banjarnegara Distric, Central Java Aris Sunantyo Department of Geodetic Engineering, Faculty of Engineering,Universitas Gajah Mada, Jl. Grafika No. 2 Yogyakarta, Indonesia 55281 [email protected] Suprapto Siswosukarto, Bambang Yulistiyanto Department of Civil and Environment Engineering, Faculty of Engineering, UniversitasGadjahMada, Jl. Grafika No. 2 Yogyakarta, Indonesia 55281 [email protected] Prajitno Department of Mechanical Engineering, Faculty of Engineering, UniversitasGadjahMada, Jl. Grafika No. 2 Yogyakarta, Indonesia 55281 [email protected] ABSTRACT Indonesia is one of the developing countries which hence needs huge amount of electrical energy supply. Energy can be generated by renewable resources and un-renewable resources. Electricity is one of the most important aspects in energy which can be generated by oil, gas, coal is a non renewable energy, while the water, geothermal, solar, wind, bio fuels are renewable energy sources. Renewable energy is the clean and environmental friendly energy source. Potential sources of renewable energy in Indonesia are very redundant in solar energy, hydropower, geothermal power, wind power, and bio fuels. Hydropower or water power is power derived from the energy of falling water and running water. Hydropower is hydroelectric power, which is electricity produced by water. Micro-hydro power plant is part of hydropower which a friendly structure to the environment, because it does not produce exhaust gases or other waste, and does not damage the river ecosystem. Power of electricity can be generated by energy of falling water and running water as micro-hydro power plant. One of parameters of electricity power depends on available head. To map the research, it is very important to establish Ground Control Points (GCP) for vertical and horizontal positioning in carrying out aerial mapping with UAV technology. The vertical positioning of GCP uses orthometric height which is referred to the height system in Sermo dam height system. The GCP has been established and computed to be 20 units. The result of research is orthophoto mosaic, Digital Terrain Model (DTM), orthophoto mosaic with contour line, DTM with contour line, and contour map in Merawu River, Banjarnegara district which is very hilly topography. Mapping with UAV at this research area is very powerful tool and s very helpful in to determining an available head to design inlet and outlet. KEYWORDS: UAV, GCP, power, orthometric height, micro-hydro power plant, orthophoto mosaic, contour line, and available head. 285

Upload: vuonghuong

Post on 16-Jan-2017

216 views

Category:

Documents


0 download

TRANSCRIPT

Proceedings of the 3rd Applied Science for Technology Innovation, ASTECHNOVA 2014

International Energy Conference

Yogyakarta, Indonesia, 13-14 August 2014

Digital Elevation Model Generated by Unmanned Aerial Vehicle to Determine Available Head Assessment for Micro Hydro Power Plant in

Merawu River, Banjarnegara Distric, Central Java

Aris Sunantyo

Department of Geodetic Engineering, Faculty of Engineering,Universitas Gajah Mada, Jl. Grafika

No. 2 Yogyakarta, Indonesia 55281

[email protected]

Suprapto Siswosukarto, Bambang Yulistiyanto Department of Civil and Environment Engineering, Faculty of Engineering,

UniversitasGadjahMada, Jl. Grafika No. 2 Yogyakarta, Indonesia 55281

[email protected]

Prajitno

Department of Mechanical Engineering, Faculty of Engineering, UniversitasGadjahMada, Jl.

Grafika No. 2 Yogyakarta, Indonesia 55281

[email protected]

ABSTRACT

Indonesia is one of the developing countries which hence needs huge amount of electrical energy

supply. Energy can be generated by renewable resources and un-renewable resources. Electricity is one of

the most important aspects in energy which can be generated by oil, gas, coal is a non renewable energy,

while the water, geothermal, solar, wind, bio fuels are renewable energy sources. Renewable energy is

the clean and environmental friendly energy source. Potential sources of renewable energy in Indonesia

are very redundant in solar energy, hydropower, geothermal power, wind power, and bio fuels.

Hydropower or water power is power derived from the energy of falling water and running water.

Hydropower is hydroelectric power, which is electricity produced by water. Micro-hydro power plant is

part of hydropower which a friendly structure to the environment, because it does not produce exhaust

gases or other waste, and does not damage the river ecosystem.

Power of electricity can be generated by energy of falling water and running water as micro-hydro

power plant. One of parameters of electricity power depends on available head. To map the research, it is

very important to establish Ground Control Points (GCP) for vertical and horizontal positioning in

carrying out aerial mapping with UAV technology. The vertical positioning of GCP uses orthometric

height which is referred to the height system in Sermo dam height system. The GCP has been established and computed to be 20 units. The result of research is orthophoto

mosaic, Digital Terrain Model (DTM), orthophoto mosaic with contour line, DTM with contour line, and

contour map in Merawu River, Banjarnegara district which is very hilly topography. Mapping with UAV

at this research area is very powerful tool and s very helpful in to determining an available head to design

inlet and outlet.

KEYWORDS: UAV, GCP, power, orthometric height, micro-hydro power plant, orthophoto mosaic,

contour line, and available head.

285

1 INTRODUCTION

Water and energy are essential elements and are playing important roles in life. Energy is a basic

need of human being. Energy has an important role in our life to support economic activity. The

development of energy systems has been the backbone of global economic growth since the industrial

revolution in the mid-19th century. Indonesia is one of the developing countries which hence needs huge

amount of electrical energy supply. Energy consumption in Indonesia includes the household sector,

industry, transport, trade/commercial and public interests. Energy consumption can be divided into two

kinds namely electric and not electric energy consumptions. The electrical energy are needed for

household electricity demand (for lighting, cooking, refrigeration room, and various other household

activities) and for industry, commercial and public interests. Energy can be generated by renewable

resources and un-renewable resources. Electricity is one of the most important aspects in energy and also

the characteristic of the development. Electrical energy can be generated by oil, gas, coal is a non

renewable energy, while the water, geothermal, solar, wind, bio fuels (BBN= Bahan Bakar Nabati) are

renewable energy sources. Renewable energy is the clean and environmental friendly energy source. It

can be generated by the principle of sustainable development. It can be renewed, and the best thing about

them is they will not reduce any amount of energy resources they use for generating electricity. The

renewable energy resources will be the suitable answer, they fulfil many basic goals of sustainable

development, and they also will give less impact to the environment. The use of renewable energy is

basically utilizing the local potential of Indonesia. The utilization of renewable energy will be viable in

the economic point of view, as they can be protection against the global fossil fuel price fluctuations. The

use of renewable energy is reducing the dependency to fossil fuel, and is also reducing the dependency to

the other countries which are the oil exporter. The utilization of local potential will be able to give

opportunities for local people to get involved in the project development, creating more jobs, and improve

their living standards. Potential sources of renewable energy in Indonesia are very redundant in solar

energy, hydropower, geothermal power, wind power, and bio fuels. This strategy currently dominates the

development of a future energy system that stresses the use of fossil fuels. On the other hand,

environmental awareness, sustainable development and conventional resources depletion are now forcing

governments to review their energy strategies. Further, fossil fuel dependency has rapidly diminished

national oil reserves. In some developing countries, as well as Indonesia, development activities are

concentrated in cities or areas with facilities that support it. While in rural areas, development is hindered

by the lack of infrastructure and its facilities. To improve the quality of life and economic growth in rural

communities, the energy has a major role. Communities without a centralized electricity supply are more

dependent on the natural resource base for fuel for cooking, lighting and heating (Viljoen, 1992). In rural

areas increased use of wood for fuel contributes to deforestation, degradation of woodlands and changes

in biodiversity and species competition (Griffin et al., 1993). Electricity can be generated by on grid and

off grid. Availability of electricity in rural areas as a form of energy especially in off grid electricity will

be able to drive an increased productivity and new economic activity, improve education and health

facilities, and increased new jobs.

2 MICRO-HYDRO POWER PLANT

Hydropower or water power is power derived from the energy of falling water and running water

which electricity is produced by water (http://www.yourdictionary.com/hydropower). Micro-hydro power

plant is part of hydropower which a friendly structure to the environment, because it does not produce

exhaust gases or other waste, and does not damage the river ecosystem. Hydro power is one possible

method of generating electric power close to the potential consumers, thereby cutting out expensive

reticulation costs in widely spread rural areas. For sustainable electricity generation there must be stream

flows of sufficient flow rates down significant slopes. Hydroelectricity is the term referring to electricity

286

generated by hydropower; the production of electrical power through the use of the gravitational force of

falling or flowing water (http://en.wikipedia.org/wiki/Hydroelectricity). Hydro power is being considered

as one of the options for generating power for rural communities, as it is less damaging environmentally

(http://en.wikipedia.org/wiki/Hydropower). Hydro power is sustainable in that water is a renewable

resource, and there are no emissions or effluents associated with hydro power generation. Micro-hydro is

the small scale harnessing of energy from falling water, generating typically less than 100 KW. The

advantage of small hydro power plants is their cost effectiveness and reliability of providing clean

electricity. Micro hydro power plant is a friendly structure to the environment, because it does not

produce exhaust gases or other waste, and does not damage the river ecosystem. It reduces the use of

fossil fuels for lighting and household activities such as cooking. Usually, Micro-Hydroelectric Power, or

Micro-Hydro, are used in the rural electrification and does not necessarily supply electricity to the

national grid. Hydroelectric energy advantages are (http://www.greenworldinvestor.com/2011/04/04/

hydroelectric-energy-advantages-and-disadvantages/): 1). No fuel cost; 2). Low operating costs and little

maintenance; 3). Low electricity cost; 4). No greenhouse gas emissions/air pollution; 5). Energy storage;

6). Small size possible; 7). Reliability; 8). High load factor; and 9). Long life. Hydroelectric energy

disadvantages such are: 1) Environmental, dislocation and tribal rights; 2) Wildlife and fishes get

affected; 3) Earthquake vulnerability; 4) Siltation; 5) Cannot be built anywhere; and 6) Long gestation

time.

Power is a function of the hydraulic head and rate of fluid flow. The head is the energy per unit

weight (or unit mass) of water. The static head is proportional to the difference in height through which

the water falls. Dynamic head is related to the velocity of moving water. Each unit of water can do an

amount of work equal to its weight times the head. The power available from falling water can be

calculated from the flow rate and density of water, the height of fall, and the local acceleration due to

gravity. Micro-hydro schemes generally follow the layout shown in the following Figure 1.

Figure 1: General lay out of Micro-hydro schemes

The power available at a hydropower station will always be proportional to the product of the

available head and the volume flow rate of the site (Wiranto, 1997):

P = g Q (hfb - ht ) (1)

where

P is Power (in Watts),

η is the dimensionless efficiency of the turbine,

Q is volumetric flow rate (m3/s),

287

ρ is density of water (kg/m), and

(hfb - ht ) is available head (m) (2)

Here available head is computed between inlet as intake weir and outlet as power house (see Figure

1). Operators of hydroelectric plants will compare the total electrical energy produced with the theoretical

potential energy of the water passing through the turbine to calculate efficiency. Concerning with Eq. (2),

available head means the orthometric height difference between inlet and outlet. Orthometric height is

the length of the plumb-line segment between earth surface to geoid reference at geoid normal line

(Moritz, 1966). Hydroelectricity is the most widely used form of renewable energy (Cranenbroeck, 2011).

Once a hydroelectric complex is constructed, the project produces no direct waste, and has a considerably

lower output level of the greenhouse gas carbon dioxide (CO2) than fossil fuel powered energy plants.

With its mostly hilly terrains and high precipitations distributed over a large part of the year, Indonesia is

blessed with an abundant potential for small-scale hydropower development such in this research area

(Merawu river Banjarnegara district). In Banjarnegara district, there are a lot of rivers which go from the

hilly terrain and high precipitations especially in the north of Banjarnegara district. It means that this area

has a big opportunity to carry out micro hydro power plant.

3 UNMANNED AERIAL VEHICLES (UAV)

An available head is orthometric height difference (see equation 2). The available head can be

determined by terrestrial or aerial photogrammetric method. Photogrammetric is the art, science and

technology. It involves several processes of physical object or certain areas in order to acquire

information about feature on the earth surface (Wolf and Dewitt, 2004). In case of photogrammetric

method, there are normal format photo, small format photo and Unmanned Aerial Vehicle (UAV) format

photo. The UAV is an aircraft without a human pilot aboard. Its flight is controlled either autonomously

by onboard computers or by the remote control of a pilot on the ground or in another vehicle. It means

that the UAV systems are remotely-controlled aircrafts. A microcomputer makes the autonomous

navigation without much manual involvement of a pilot possible. (http://en.wikipedia.org/wiki/

Unmanned_aerial_vehicle). The UAV or Remotely Piloted Vehicle mapping acitivities is used to deter-

mine geospatial data (positioning, coverage area, and dimension). The UAV carry several sensors such as

camera, GNSS receiver, communication, intelligence, surveillance, reconnaissance etc. The UAV ima-

gery is typically collected within a couple of hours, with a high number of images at very high

resolutions. The UAVs are notorious for poor camera quality compared to traditional large format

systems. Another important issue is the generation of precise orientation data (position & attitude of

sensor), often from rough GPS estimates only. Acquisition of high resolution images by UAV has certain

advantages over piloted aircraft missions, including lower cost, improved safety, flexibility in mission

planning, and closer proximity to the target. The photogrammetric products of UAV technology are stereo

model in three dimensional (3D), contour lines, Digital Elevation Model and digital orthophoto. The

UAV system can be used for large scale mapping and other diversified applications especially for small

area which has limited budget and time (Tahar el al, 2011). The quality of DEM and digital orthophoto

depends on the accuracy of Ground Control Point (GCP). If the quality of GCP is excellent, therefore the

result of DEM and digital orthophoto can be anticipated accurate too. The reasons of UAV for low

altitude photogrammetric mapping are: 1) to perform very low altitude aerial photography at cloudy day,

2) to get full image of city building form different direction by complicated flying, 3) to supply a cheap

and easy system for engineering organization for high frequency needs of aerial photogrammetric

survey. Tahar and Ahmad (2011) successfully used a rotary wing UAV and aerial photogrammetric

technique for mapping simulated model to generate Digital terrain Model (DTM) and orthophoto.

Characteristic of micro UAV (μ) depends on mass less than 5 kg, range is less than 10 km, flight altitude

288

is about 250 m and endurance is less than one hour (UVSIA, 2010). UAV data collection is possible

under cloudless condition. With this advantage, UAV has been focus in the mapping research and various

applications such as engineering, environmental, agricultural, monitoring hazardous area etc.

4 DIGITAL ELEVATION MODEL (DEM)

Definition of a Digital Terrain Model (DTM) is information about the location of objects. The

DEM is a digital model or 3D representation of a terrain's surface. The DEM displays the relief of the

earth in digital format at regularly spaced horizontal intervals and is prerequisite for geometric,

radiometric and atmospheric corrections of optical and microwave instruments (Toutin, 2008). The DEM

is based on a higher number of points with X; Y and Z coordinates describing the bare soil. The DEM

may be arranged in a raster or a random form. Instead of the expression DEM also the term Digital Height

Model (DHM) is used. The DEM may be arranged in a raster or a random form. Instead of the expression

DEM also the term digital height model (DHM) is used. The DEM can be represented as a raster (a grid

of squares, also known as a height map when representing elevation) or as a vector-based Triangular

Irregular Network (TIN). The TIN of DEM dataset is also referred to as a primary (measured) DEM,

whereas the Raster DEM is referred to as a secondary (computed) DEM. The DEM could be acquired

through techniques such as photogrammetry, LIDAR, IFSAR, land surveying, etc (Li et al. 2005). The

DEM consists of terrain elevations for ground positions at regularly spaced horizontal intervals (Yu and

Ge, 2010). DEMs can be used, for example, in the generation of three-dimensional graphics displaying

terrain slope, aspect, and terrain profiles between selected points. Digital Elevation Models (DEMs) are

an important source of information in many geospatial applications where they are used in modelling,

visualization, correction of satellite imagery, etc. In all software and DEM generation technique, there is

always a need for post-processing the output DEM, to eliminate void, blunders and filling the mismatched

areas. Generally, manual, automatic and interactive techniques are used to edit the output DEM (Toutin,

2002). In order to generate DEM, the earth model and datum were set to UTM (zone 49N) and WGS84

respectively. The output DEM is an accumulation of different automatic and manual processing steps,

such as collecting and importing GCPs/Tie points, geometrical processing, image matching and editing

the final DEM. Therefore, the accuracy of each step affects the ultimate accuracy of DEM. DEMs have

become an important source of topographical data for many scientific and engineering uses, such as

hydrological and geological studies, infrastructure planning and environmental applications. Several

advantages of UAV are fast data aquisistion, precise result, low cost, medium scale. This advantage will

be very useful for sevaral application such as cooridore mapping of route and river, agricultural

production, forest monitoring, terrain modeling, mining etc. In a UAV survey, the aircraft operates

autonomously, acquiring photography according to a predetermined flight plan. Planning is carried out

using proprietary software, which uses the site boundary, desired flying height, and desired overlap

between photos as inputs. The program then produces a flight plan, which includes GPS waypoints, as

well as the location of projected photo centres. This flight plan is uploaded to the onboard autopilot,

which then guides the aircraft through the flight. Except for takeoff, the entire flight is autonomous, with

the operator only intervening in unforeseen circumstances. Landings are performed by an automatic

parachute deployment. Following the flight, the photographs, GPS flight log and data are downloaded for

further processing. Processing is carried out in house using photogrammetric software. The logfile is used

to provide initial estimates of camera positions and orientations for each photo. Survey grade ground

control points are used to refine the estimate, with final adjusted camera positions and orientations being

produced using a rigorous block adjustment procedure. Once the acquisition geometry has been

successfully recreated, detailed 3-D elevation models can be created, typically with a grid spacing of one

metre. The digital elevation models are then used to produce a high-resolution orthophoto mosaic

covering the site with a spatial resolution of 10 centimetres or better.

289

Banjarnegara district is one of some district in central Java provinces, Indonesia. This district is

hilly topography especially in the northern part of district so it is very good place to generate electricity

with Micro Hydro Power plant (MHP). This district is also is one of many rural areas in Indonesia. The

power available at a hydro power station will always be proportional to the product of the available head

and the volume flow rate of the site. In 2011 this district has more about 104 Hamlet which are in 47

villages and they have not been able to enjoy the electricity grid. It is caused due to geographical

conditions that are predominantly mountainous settlements tend to cluster small-group and inter-group

sufficiently far apart. These conditions are very difficult to make a settlement reached by the grid. This

district has many rivers that are now trying to further improve the utilization of small-scale hydropower.

In addition to its considerable potential as well as for the MHP proved able to reach out to remote are as

in the district. In the current circumstances in order to meet the demand for electric power, it is

indispensable to optimize the utilization of electrical energy potential and also explore the sources of new

energy, especially renewable energy sources. One source of renewable energy development is now

activated for the district in which is the MHP Banjarnegara quite abundant streams and irrigation that can

be used as MHP. So the use of all energy sources until now not been able to meet the demand for

electricity in this district. It is also caused by conditions this district which is largely mountainous, so that

in some places very difficult to install the electrical grid. Concerning equation (2), one of parameter to

determine a power of micro hydro is available head. To generate available head, it can be carried out by

several methods such as terrestrial mapping and aerial mapping. Recently, Unmanned Aerial Vehicle

(UAV) technology is a new technology of aerial mapping technology which has been used widely in

several applications such as large scale mapping, agriculture and surveillance etc.

In this paper will be discussed that a precise DEM generated by using UAV technology. This

technology will be very potential in determining available head for computing a power of micro hydro

research. This research will be conducted in Merawu river, Banjarnegara district, central Java Province.

5 RESEARCH METHOD

In carrying out of this research, it is divided into several steps. The steps are preliminary study,

field work, data processing, results and analysis. Preliminary study covered literature review,

determination of scope and objective and design of Ground Control Point (GCP) using Google Map. Field

work consists of site visit location of research, establishment of GCP, vertical horizontal and horizontal

positioning of GCP and data acquisition of images with UAV. The GCP was made by PVC, sand and

cement (dimension 1 x 3 meter) and deployed from north to south to cover at least all of research area.

The GCP number is 20 units and one GCP of BMBBWSSO as an orthometric height reference which is

managed by Sempor dam office. Determination of orthometric height the 20 GCP units was carried out

by tachymetry method with Total Station instrument (see Fig. 2(a)). The horizontal positioning system of

every GCP was done by relative static method with GNSS receivers (see Figure 2(b)), where SPECTRA

commercial software for GNSS data processing was used. The final product of horizontal positioning

system is UTM coordinates system. The UAV was carried out to produce aerial images at the research

area (see Figure 2 (c)).

290

(a) (b) (c)

Figure 2: Data acquisition at field work section where (a) is vertical positioning at GCP, (b) is

horizontal positioning at GCP (yellow colour as UAV Premark) and (c) is aerial with UAV

Before UAV photogrammetric work is carried out, flight planning is the most important task that

need be considered which contributes to the quality of data acquisition Teizer and Siebert, 2014). Flight

planning involves calculation of study area, number of strips required, pixel size, photo scale, flying

height and percentage of end lap and side lap. In general, aerial photograph should be overlapped at least

60% percent and side at least 30%. The aerial mapping uses UAV will result 3 Dimensional

representation terrain's surface. Then data processing of UAV has been divided into two sections. The

two sections are interior orientation, exterior orientation and block triangulation for mobile and fixed

platform.

(a) (b)

Figure 3: (a). The GCP Distribution which is generated by UAV and (b). The UAV data acquisition

in Merawu River, Banjarnegara Distric, Central Java Province

The flight for UAV data acquisition is west to east as dots symbol (see Figure 3 (a)), and depends on the

topographical surface flight and during the UAV data acquisition is shown at Figure 3 (b).

6 RESULT AND DISCUSSION

Result of this research is orthophoto mosaic, Digital Terrain Model (DTM), orthophoto mosaic

with contour line, DTM with contour line, and contour map. After vertical and horizontal positioning all

GCP, then the is very essential not only for orientation to carry out photo stereo model, aerial control

291

orthophoto mosaic but also to be used as controlling of GCP between terrestrial data processing and aerial

processing.

(a) (b)

Figure 4: Results of UAV mapping at Merawu River, Banjarnegara District, Central Java Province.

An available head is one of very important parameters to compute power (see equation 2).

Concerning with Figure 4 (b) an available head is possible to be determined using interpolation of

contours line where inlet and outlet are designed already. Inlet means a high place which is used to seize

water flow and outlet means a a place which is used to trigger of energy using falling water to rotate

turbine. In analysis section, the differences between results from fixed and mobile platform are compared.

Fixed point is an orthometric height as a computation result using Total Station and mobile platform is an

orthometric height as a computation result using aerial triangulation of UAV. The difference between

results from fixed and mobile platform is shown at Table 1.

Table 1: The difference between results from fixed and mobile platform

Number Name of Bench

Mark

Value of error comparison between

fixed and mobile points (m)

1 BM02 0,059

2 BM04 0,176

3 BM06 – 0,042

4 BM11 –0,091

5 BM14 0,038

6 BM18 –0,060

Table 1 shows that the error comparison between fixed and mobile points has range about 176 mm

to –91 mm where numerical values of 176 mm happens at BM04 and –91 mm happens at BM11.

Discussion among team of authors especially from hydrological point of view, these numerical values is

still good to be able to determine power.

7 CONCLUSION

1. An aerial mapping with UAV at Merawu river, Banjarnegara district, central Java province

products orthophoto mosaic, Digital Terrain Model (DTM), orthophoto mosaic with contour

line, DTM with contour line, and contour map.

2. An available head using contour lines in orthometric height system is very useful to design

inlet and outlet as one of power parameters in micro-hydro power plant.

292

3. The research area is very hilly topography so it is very good place to design micro-hydro power

plant especially in off grid electricity.

8 ACKNOWLEDGEMENTS

All of authors are really thank to Research and Civilian Services Gadjah Mada University who give

financial support to carry out the research. All of authors are also thank to Energy and Human Resources,

Banjarnegara District who very kind support to cooperate in giving permission of field data aqusition and

local labors people to carry out this research completely.

REFERENCES

Cranenbroeck J.V. (2011), “New Design for Hydro Power Plant Structural Geodetic Monitoring

Network”. FIG Working Week 2011, Morocco.

Griffin, N.J., Banks, D.I., Mavrandonis, J., Shackleton, C.M. and Shackleton, S.E. (1993). “Fuel use in

six rural settlements in Gazankulu”. J Energy S. Africa, 4, 68-73.

Li, Z., Zhu, Q. and Gold, C. (2005), Digital Terrain Modeling: principles and methodology, CRC Press.

Boca Raton.

Moritz H. and Heiskanen W. (1966). Physical Geodesy. W.H. Freeman and Company, San Fransisco and

London.

Rango, A, Laliberte, A., Steele, C., Herrick, J.E., Bestelmeyer, B., Schmugge, T., Roanhorse, A. and

Jenkins, V. (2006). “Using Unmanned Aerial vehicles for Rangelands: Current Applications and

Future Potentials”. Environmental Practice 8: 159-168.

Tahar, K.N and Ahmad, A. (2011). “Capability of Low Cost Digital Camera for Production of Ortho-

photo and Volume Determination”. CSPA 2011 7th International Colloquium on Signal Processing &

Its Applications IEEE. Penang, Malaysia.

Teizer J. and Siebert S. (2014), “Mobile 3D mapping for surveying earthwork project using an Unmanned

Aerial Vehicle (UAV) system”. Automation in Construction 41, 1-14, Elsevier.

Toutin, T. (2002). “3D topographic mapping with ASTER stereo data in rugged topography”. IEEE T.

Geosci. Remote Sens., 40: 2241-2247.

Toutin, T. (2008). “ASTER DEMs for geometric and geoscientific applications: A review”. Int. J. Remote

Sensing, 29 (7): 1855-1875.

UVSIA (2010). “UAV Categories. Unmanned Vehicle Systems”. International Association

http://www.uavinfo.com/uav-pdf/uav-categories.pdf, accessed 20 February 2011.

Viljoen, R.P. (1992). “Energy, pollution and the urban poor”. Proc. EPPIC Conf., CSIR, September 1992.

Wiranto, A., (1997), Penggerak Mula Turbin. ITB, Bandung.

Web-1: http://en.wikipedia.org/wiki/Hydroelectricity, internet accessed on July 1, 2014.

Web-2: http://www.yourdictionary.com/hydropower, internet accessed on July 1, 2014.

Web-3: http://en.wikipedia.org/wiki/Hydropower, internet accessed on July 1, 2014.

Web-4: http://en.wikipedia.org/wiki/Unmanned_aerial_vehicle, internet accessed on July 4, 2014.

Wolf, P.R. and Dewitt, B. A. (2004). Elements of Photogrammetry with GIS application. International

Edition, third edition, McGraw Hill, pp. 307-409.

Yu, J.M and Ge, L. (2010). “Digital Elevation Model generation using ascending and descending multi-

baseline ALOS/PALSAR radar images”. FIG Congres, Sydney, Australia.

293