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International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019]
https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678
www.aipublications.com/ijreh Page | 123
Remote sensing and Geographical Information
System using for Water Resources Management
for Bandama Watershed (Côte d’Ivoire): Case
study of Kohoua Subwatershed at Farandougou
Avy Stéphane KOFFI1, Omer Zéphir DE LASME2, Oumar FOFANA3
1,2,3Department of Geosciences, Université Peleforo Gon Coulibaly, Korhogo, Côte d’Ivoire
Email: avystephane@gmail.com
2Email: drdelasm@gmail.com
3Email: fofanaomar18@gmail.com
Abstract— Nowadays, studies on water resources management are quite important. This study on a
subwatershed of the Bandama River in Côte d’Ivoire got a better understanding of the geomorphological
characteristics of the study area. The use of satellite images and geographic information systems tools allowed
to respond appropriately the management of water resources. The Digital Elevation Model (DEM) of the
Farandougou subwatershed, the Bandama river hydrographic network and the geostatistical analysis of this
subwatershed have been shown and interpreted in this study. The area’s elevation is between 0 and 700 meters
approximatively. The value of river length minimum is around 11273.091 meters and the value of river length
maximum is around 44415.180 meters, the coefficient of variation is around 0.462 for example. The geostatistic
of Kohoua at Farandougou has given also mean of 449.621 meters, mediane of 441 meters, variance of
3040.996 meters and standard deviation of 55.145 meters. The majority of the Kohoua subwatershed area has
an elevation around 410 meters versus the minority around 715 meters.
Keywords— Geomorphological, Bandama, satellite, river, elevation.
I. INTRODUCTION
The Bandama River Basin, fully located in Côte d'Ivoire,
occupies an area of 97 500 km2 between 3°50’ and 7°
West and 5° and 10°20’ North. Because of its North-
South orientation, it covers so different areas on the
climatic and biogeographical [14]. The length is about
1050 km with an average annual flow of 263 m3.s-1 at city
of Tiassalé located at the south of Bandama watershed at
the north of Abidjan the economic capital. The main
affluent of the Bandama River are Marahoué (or Red
Bandama, 550 km), Solomougou, Bou, Badénou,
Lokpoho, N'zi. It flows into the Atlantic Ocean, through
the Gulf of Guinea, south of Nzida (Lagoons region,
south of the country), and 105 km west of the city of
Abidjan (economic capital of the country, and the most
populated city in French-speaking West Africa). View the
effects of climate change and problems related to lack of
water in aquifers. Côte d'Ivoire must conduct studies for
the management of water resources in its watershed and
subwatersheds. Our study will focus on the Kohoua sub-
basin located in Farandougou northwest of the Bandama
River. There are no many studies for this area which
covers an area about 630 Km2 and a specific flow of 11.1
l/s km2.
International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019]
https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678
www.aipublications.com/ijreh Page | 124
Fig. 1: Localization of the study area with Google Earth
II. MATERIAL AND METHOD
Digital Elevation Model (DEM) is the digital
representation of the land surface elevation with respect
to any reference datum. DEM is frequently used to refer
to any digital representation of a topographic surface.
DEM is the simplest form of digital representation of
topography (Balasubramanian, 2017). We use four DEM
(ASTGTM2_N08W007; ASTGTM2_N008W008;
ASTGTM2_N09W007 and ASTGTM2_N09W008). We
download the DEM from the National Aeronautics and
Space Administration (NASA) website
https://urs.earthdata.nasa.gov/ . We need to know exactly
the position of our area of study.We use also the software
QGIS 3.0.1 for the treatment of the DEM for the
hydrological interpretations.
III. RESULTS
We get the DEM of Farandougou after treatments and
analyses. This DEM show that elevation in Farandougou
is between 0 and 700 meters.
Fig. 2: Digital Elevation Model DEM of Kohoua at Farandougou
The GIS tools allow us to know more about watersheds and are useful for management of water resources in general. We
show also the flow of water in Kohoua subwatershed at Farandougou.
International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019]
https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678
www.aipublications.com/ijreh Page | 125
Fig. 3: Hydrological network of Kohoua at Farandougou
It is important to have information on the flow of water, the streams direction in this subwatershed. All these informations
are necessary to manage water resources. We also obtain another map combining the DEM information and the hydrographic
network.
Fig. 4: DEM and hydrological network
As the authors have noted in the past, hydrologic process
and water resource issues are commonly investigated by
use of distributed watershed models. These watershed
models require physiographic information such as
configuration of the channel network, location of drainage
divides, channel length and slope, and subcatchment
geometric properties. Traditionally, these parameters are
obtained from maps or field surveys. Over the last two
decades this information has been increasingly derived
directly from digital representations of the topography
([11]; [6]; [9]; [15]).
The digital representation of the topography is called a
Digital Elevation Model (DEM). The automated
derivation of topographic watershed data from DEMs is
faster, less subjective and provides more reproducible
measurements than traditional manual techniques applied
to topographic maps [5]. Digital data generated by this
approach also have the advantage that they can be readily
imported and analyzed by Geographic Information
Systems (GIS). The technological advances provided by
GIS and the increasing availability and quality of DEMs
have greatly expanded the application potential of DEMs
International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019]
https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678
www.aipublications.com/ijreh Page | 126
to many hydrologic, hydraulic, water resources and environmental investigations [9].
We get also the histogramof the DEM that shows the subwatershed of Kohoua in Farandougou.
Fig. 5: Histogram of DEM
We get also the statistics on the river that give more detailed information about river.
TABLE. 1: Table of river statistic in meter
Analyse field Count
Unique
values
NULL
missing
values
Minimum
values
Maximum
values
Range
Length
(Meter)
3 3 0 11273.091 44415.180 33142.088
TABLE. 2: Continuation of TABLE 1
Sum Mean value
Median
value
Standard
deviation
Coefficient of
variation
(without unit)
Minority Majority
90445.937 30148.646 34757.666 13917.179 0.462 11273.091 11273.091
TABLE. 3: Continuation of TABLE 1
First quartile Third quartile Interquartile Range (IQR)
23015.379 39586.423 16571.044
TABLE. 4: Table of geostatistical on Kohoua subwatershed at Farandougou in meter
Count Sum Mean Median
Standard
deviation
Minimum
736808 331284396 449.621 441 55.145 0
TABLE. 5: Continuation of TABLE 4
Maximum Range Minority Majority Variety Variance
807 807 715 410 446 3040.996
International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019]
https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678
www.aipublications.com/ijreh Page | 127
IV. DISCUSSION
Several studies on Bandama subwatershed show many
characteristics like the flow measured and the
hydrological characteristics (The official document from
Hydrological Directory of Côte d’Ivoire, 1969). But we
see that there is a lack of new work and data in this field
concerning the management of water resources.Our study
subwatershed shows some similarity with another
subwatershed close to it called Lokpoho and located
between the cities of Ferkessédougou and Korhogo. The
subwatershed of Lokpoho is bigger with area of 1200
km2. The twice has a maximum flow around 55 m3/s and
a minimum measured flow measured around 0.01 m3/s.
This study helps us to know topography and the wetlands
that is quite good for water resources management in
agriculture. The remote sensing and GIS tools lead to
have data like DEM and make many treatments with
software QGIS 3.0.1. Although, high resolution DEMs
are generally very cost effective and relatively accurate,
there is inherent uncertainty in the products (e.g. vertical
accuracy usually below 1 m), which may be deemed
insufficient for certain hydrological applications
(European Space Agency, Water Resource Management
EO4SD). GIS is used to determine the potential for
occurrence of groundwater and thus participates in their
better management within the states (Intermap Website,
https://www.intermap.com, 2016). According to many
analysis and studies, the wetlands are important for the
hydrogeology. The wetlands are good indicator of
groundwater because the wetlands use the groundwater to
survive. So, wetlands are groundwater dependant
Ecosystems.
We know in our study the elevation and we can now
trying to get exactly this wetland and their groundwater in
them. Some can also assume that the groundwater
elevation is the same as the wetland’s elevation in our
basin.
We explain that by the fact that in dry season, the river
may not be full and groundwater table in the river is close
to the bottom. Also, we have the phenomena of
recharging and discharging in our basin. It is important to
note that sometimes not all the basin network recharging
and discharging, it’s just 1/3. However, in low relief
landscapes, the resulting DEMs often display systematic
east-west striping patterns that can make themunsuitable
for parameterization of drainage features [17]. And then,
drainage paths are systematically biased in the east-to-
west direction because of flow draining into and
following the artificial elevation stripes. Finally, the
striping may introduce drainage blockages in the north-to-
south flow component. These drainage blockages can
produce artificial depressions of varying sizes. The source
of the striping is a combination of human and algorithmic
errors associated with the manual profiling method
(USGS, Mid Continent Mapping Center). While these
"striping" errors are well-recognized [17], they are within
the accuracy standards of the USGS (1990). The
predominance of pits and flat areas in the valley bottoms
(low relief areas) are clearly visible. Pits are usually
viewed as spurious features that arise from interpolation
errors during DEM generation and truncation of
interpolated values on output [16]. Pits are a major
difficulty for DEM evaluation methods that rely on the
overland flow simulation approach to drainage analysis
because a lack of downslope flow paths leads to
incomplete drainage pattern definition. The drainage
identification problems for flat areas are similar to those
encountered for pits.
V. CONCLUSION
This study shows that remote sensing with satellite
images gives can permit to know more about the water
resource in a watershed. In Africa, particularly in Côte
d’Ivoire the management of water resource is very
important because many people don’t have access to pure
water. It is important to use some Geographical
Information Systems tools like the software Quantum
Geographic Information Systems (QGIS) for the
management of watershed.
This original study will be a model for many others on the
Bandama river subwatersheds.
We note that DEMs are often processed by GIS packages
to define the configuration of the channel network,
location of drainage divides, channel length and slope,
and subcatchment properties. The automated derivation of
such information from DEMs is faster, less subjective and
provides more reproducible measurements than
traditional manual evaluation of maps.
Past trends and developments, the increasing quality and
resolution of new DEM products, new raster processing
methodologies, as well as the expanding capabilities of
GIS and linkage with traditional watershed models, lead
us to believe that the use of DEMs to derive topographic
and drainage data for water resources investigations will
continue to increase.
ACKNOWLEDGEMENTS
A special thanks to Saul Montoya, the Director of
Hatarilabs for all the help and assistance on the topic of
water resources management by geographic information
systems.
International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019]
https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678
www.aipublications.com/ijreh Page | 128
REFERENCES
[1] Khatun Ferdousi and Sharma Pratikshya, “Accurate
Drainage Network Extraction from Satellite Imagery—A
Survey”. 2019.
[2] Garbrecht, J. et L. W. Martz, “Advances in Automated
Landscape Analysis”, in American Society of Engineers,
San Antonio, Texas, 1995, vol. 1, p. 844-848.
[3] Davies B. and Gasse F., African wetlands and shallow
water bodies, ORSTOM. 1988.
[4] Rosman Nathan, Zlotnik Vitaly, and Rowe Clinton, “An
approach to hydrogeological modeling of a large system of
groundwater-fed lakes and wetlands in the Nebraska Sand
Hills, USA”, Hydrogeology Journal, 2017.
[5] Tribe A., “Automated Recognition of Valley Heads from
Digial Elevation Models”, Earth Surface Processes &
Landforms, no
16(1), p. 33-49, 1992.
[6] Mark D. M., “Automatic Detection of Drainage Networks
from Digital Elevation Models”, Cartographica, no
21(2/3), p. 168-178, 1984.
[7] Balasubramanian, A, “Digital Elevation Model (DEM) in
GIS”. 2017.
[8] Garbrecht J. et Martz L. W., “Digital Elevation Model
Issues In Water Resources Modeling”, vol. Proceeding 99,
no
paper 866, 1999.
[9] Moore I. D., Grayson R. B., and Ladson A. R., “Digital
Terrain Modelling: A Review of Hydrological,
Geomorphological and Biological Applications”,
Hydrological Processes, no
5(1), p. 3-30, 1991.
[10] Tziritis Evangelos and Lombardo Luigi, “Estimation of
intrinsic aquifer vulnerability with index-overlay and
statistical methods: the case of eastern Kopaida, central
Greece”, Applied Water Science, 2017.
[11] Jenson K. S. and Domingue J. O., “Extracting Topographic
Structure from Digital Elevation Data for Geographical
Information System Analysis”, Photogrammetric
Engineering and Remote Sensing, vol. 54, no
11, p.
1593-1600, 1988.
[12] Martins Da Silva Robert, Moreira Virnei, et Bernadino
Lopes Alexandre, “Geodetic method to obtain a digital
elevation model associated to the Brazilian Geodetic
System”, International Journal of Engineering and
Technical Research, no
7, p. 14-17, 2019.
[13] Kishore Tewari Naval and Kumar Misra Anil, “Landslide
vulnerability assessment in Gangotri valley glacier
Himalaya through GIS and remote sensing techniques”,
Applied Water Science, 2019.
[14] Lévêque Christian, Dejoux C. and Iltis A., “Limnology of
the Bandama river in Côte d’Ivoire”, Hydrobiologia, no
100, p. 113-141, 1983.
[15] Martz L. W. and Garbrecht J., “Numerical Definition of
Drainage Network and Subcatchment Areas from Digital
Elevation Models”, Computers and Geosciences, no
18(6),
p. 747-761, 1992.
[16] O’Callaghan J. F. and Mark D. M., “The Extraction of
Drainage Networks from Digital Elevation Data”,
Computer Vision, Graphics, and Image Processing, no
28,
p. 323-344, 1984.
[17] Garbrecht J. and Starks L. W., “Note on the Use of USGS
Level 1 7.5-Minute DEM Coverages for Landscape
Drainage Analyses”, vol. 61, no
5, p. 519-522, 1995.

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Remote sensing and Geographical Information System using for Water Resources Management for Bandama Watershed (Côte d’Ivoire): Case study of Kohoua Subwatershed at Farandougou

  • 1. International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019] https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678 www.aipublications.com/ijreh Page | 123 Remote sensing and Geographical Information System using for Water Resources Management for Bandama Watershed (Côte d’Ivoire): Case study of Kohoua Subwatershed at Farandougou Avy Stéphane KOFFI1, Omer Zéphir DE LASME2, Oumar FOFANA3 1,2,3Department of Geosciences, Université Peleforo Gon Coulibaly, Korhogo, Côte d’Ivoire Email: avystephane@gmail.com 2Email: drdelasm@gmail.com 3Email: fofanaomar18@gmail.com Abstract— Nowadays, studies on water resources management are quite important. This study on a subwatershed of the Bandama River in Côte d’Ivoire got a better understanding of the geomorphological characteristics of the study area. The use of satellite images and geographic information systems tools allowed to respond appropriately the management of water resources. The Digital Elevation Model (DEM) of the Farandougou subwatershed, the Bandama river hydrographic network and the geostatistical analysis of this subwatershed have been shown and interpreted in this study. The area’s elevation is between 0 and 700 meters approximatively. The value of river length minimum is around 11273.091 meters and the value of river length maximum is around 44415.180 meters, the coefficient of variation is around 0.462 for example. The geostatistic of Kohoua at Farandougou has given also mean of 449.621 meters, mediane of 441 meters, variance of 3040.996 meters and standard deviation of 55.145 meters. The majority of the Kohoua subwatershed area has an elevation around 410 meters versus the minority around 715 meters. Keywords— Geomorphological, Bandama, satellite, river, elevation. I. INTRODUCTION The Bandama River Basin, fully located in Côte d'Ivoire, occupies an area of 97 500 km2 between 3°50’ and 7° West and 5° and 10°20’ North. Because of its North- South orientation, it covers so different areas on the climatic and biogeographical [14]. The length is about 1050 km with an average annual flow of 263 m3.s-1 at city of Tiassalé located at the south of Bandama watershed at the north of Abidjan the economic capital. The main affluent of the Bandama River are Marahoué (or Red Bandama, 550 km), Solomougou, Bou, Badénou, Lokpoho, N'zi. It flows into the Atlantic Ocean, through the Gulf of Guinea, south of Nzida (Lagoons region, south of the country), and 105 km west of the city of Abidjan (economic capital of the country, and the most populated city in French-speaking West Africa). View the effects of climate change and problems related to lack of water in aquifers. Côte d'Ivoire must conduct studies for the management of water resources in its watershed and subwatersheds. Our study will focus on the Kohoua sub- basin located in Farandougou northwest of the Bandama River. There are no many studies for this area which covers an area about 630 Km2 and a specific flow of 11.1 l/s km2.
  • 2. International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019] https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678 www.aipublications.com/ijreh Page | 124 Fig. 1: Localization of the study area with Google Earth II. MATERIAL AND METHOD Digital Elevation Model (DEM) is the digital representation of the land surface elevation with respect to any reference datum. DEM is frequently used to refer to any digital representation of a topographic surface. DEM is the simplest form of digital representation of topography (Balasubramanian, 2017). We use four DEM (ASTGTM2_N08W007; ASTGTM2_N008W008; ASTGTM2_N09W007 and ASTGTM2_N09W008). We download the DEM from the National Aeronautics and Space Administration (NASA) website https://urs.earthdata.nasa.gov/ . We need to know exactly the position of our area of study.We use also the software QGIS 3.0.1 for the treatment of the DEM for the hydrological interpretations. III. RESULTS We get the DEM of Farandougou after treatments and analyses. This DEM show that elevation in Farandougou is between 0 and 700 meters. Fig. 2: Digital Elevation Model DEM of Kohoua at Farandougou The GIS tools allow us to know more about watersheds and are useful for management of water resources in general. We show also the flow of water in Kohoua subwatershed at Farandougou.
  • 3. International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019] https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678 www.aipublications.com/ijreh Page | 125 Fig. 3: Hydrological network of Kohoua at Farandougou It is important to have information on the flow of water, the streams direction in this subwatershed. All these informations are necessary to manage water resources. We also obtain another map combining the DEM information and the hydrographic network. Fig. 4: DEM and hydrological network As the authors have noted in the past, hydrologic process and water resource issues are commonly investigated by use of distributed watershed models. These watershed models require physiographic information such as configuration of the channel network, location of drainage divides, channel length and slope, and subcatchment geometric properties. Traditionally, these parameters are obtained from maps or field surveys. Over the last two decades this information has been increasingly derived directly from digital representations of the topography ([11]; [6]; [9]; [15]). The digital representation of the topography is called a Digital Elevation Model (DEM). The automated derivation of topographic watershed data from DEMs is faster, less subjective and provides more reproducible measurements than traditional manual techniques applied to topographic maps [5]. Digital data generated by this approach also have the advantage that they can be readily imported and analyzed by Geographic Information Systems (GIS). The technological advances provided by GIS and the increasing availability and quality of DEMs have greatly expanded the application potential of DEMs
  • 4. International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019] https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678 www.aipublications.com/ijreh Page | 126 to many hydrologic, hydraulic, water resources and environmental investigations [9]. We get also the histogramof the DEM that shows the subwatershed of Kohoua in Farandougou. Fig. 5: Histogram of DEM We get also the statistics on the river that give more detailed information about river. TABLE. 1: Table of river statistic in meter Analyse field Count Unique values NULL missing values Minimum values Maximum values Range Length (Meter) 3 3 0 11273.091 44415.180 33142.088 TABLE. 2: Continuation of TABLE 1 Sum Mean value Median value Standard deviation Coefficient of variation (without unit) Minority Majority 90445.937 30148.646 34757.666 13917.179 0.462 11273.091 11273.091 TABLE. 3: Continuation of TABLE 1 First quartile Third quartile Interquartile Range (IQR) 23015.379 39586.423 16571.044 TABLE. 4: Table of geostatistical on Kohoua subwatershed at Farandougou in meter Count Sum Mean Median Standard deviation Minimum 736808 331284396 449.621 441 55.145 0 TABLE. 5: Continuation of TABLE 4 Maximum Range Minority Majority Variety Variance 807 807 715 410 446 3040.996
  • 5. International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019] https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678 www.aipublications.com/ijreh Page | 127 IV. DISCUSSION Several studies on Bandama subwatershed show many characteristics like the flow measured and the hydrological characteristics (The official document from Hydrological Directory of Côte d’Ivoire, 1969). But we see that there is a lack of new work and data in this field concerning the management of water resources.Our study subwatershed shows some similarity with another subwatershed close to it called Lokpoho and located between the cities of Ferkessédougou and Korhogo. The subwatershed of Lokpoho is bigger with area of 1200 km2. The twice has a maximum flow around 55 m3/s and a minimum measured flow measured around 0.01 m3/s. This study helps us to know topography and the wetlands that is quite good for water resources management in agriculture. The remote sensing and GIS tools lead to have data like DEM and make many treatments with software QGIS 3.0.1. Although, high resolution DEMs are generally very cost effective and relatively accurate, there is inherent uncertainty in the products (e.g. vertical accuracy usually below 1 m), which may be deemed insufficient for certain hydrological applications (European Space Agency, Water Resource Management EO4SD). GIS is used to determine the potential for occurrence of groundwater and thus participates in their better management within the states (Intermap Website, https://www.intermap.com, 2016). According to many analysis and studies, the wetlands are important for the hydrogeology. The wetlands are good indicator of groundwater because the wetlands use the groundwater to survive. So, wetlands are groundwater dependant Ecosystems. We know in our study the elevation and we can now trying to get exactly this wetland and their groundwater in them. Some can also assume that the groundwater elevation is the same as the wetland’s elevation in our basin. We explain that by the fact that in dry season, the river may not be full and groundwater table in the river is close to the bottom. Also, we have the phenomena of recharging and discharging in our basin. It is important to note that sometimes not all the basin network recharging and discharging, it’s just 1/3. However, in low relief landscapes, the resulting DEMs often display systematic east-west striping patterns that can make themunsuitable for parameterization of drainage features [17]. And then, drainage paths are systematically biased in the east-to- west direction because of flow draining into and following the artificial elevation stripes. Finally, the striping may introduce drainage blockages in the north-to- south flow component. These drainage blockages can produce artificial depressions of varying sizes. The source of the striping is a combination of human and algorithmic errors associated with the manual profiling method (USGS, Mid Continent Mapping Center). While these "striping" errors are well-recognized [17], they are within the accuracy standards of the USGS (1990). The predominance of pits and flat areas in the valley bottoms (low relief areas) are clearly visible. Pits are usually viewed as spurious features that arise from interpolation errors during DEM generation and truncation of interpolated values on output [16]. Pits are a major difficulty for DEM evaluation methods that rely on the overland flow simulation approach to drainage analysis because a lack of downslope flow paths leads to incomplete drainage pattern definition. The drainage identification problems for flat areas are similar to those encountered for pits. V. CONCLUSION This study shows that remote sensing with satellite images gives can permit to know more about the water resource in a watershed. In Africa, particularly in Côte d’Ivoire the management of water resource is very important because many people don’t have access to pure water. It is important to use some Geographical Information Systems tools like the software Quantum Geographic Information Systems (QGIS) for the management of watershed. This original study will be a model for many others on the Bandama river subwatersheds. We note that DEMs are often processed by GIS packages to define the configuration of the channel network, location of drainage divides, channel length and slope, and subcatchment properties. The automated derivation of such information from DEMs is faster, less subjective and provides more reproducible measurements than traditional manual evaluation of maps. Past trends and developments, the increasing quality and resolution of new DEM products, new raster processing methodologies, as well as the expanding capabilities of GIS and linkage with traditional watershed models, lead us to believe that the use of DEMs to derive topographic and drainage data for water resources investigations will continue to increase. ACKNOWLEDGEMENTS A special thanks to Saul Montoya, the Director of Hatarilabs for all the help and assistance on the topic of water resources management by geographic information systems.
  • 6. International journal of Rural Development, Environment and Health Research (IJREH) [Vol-3, Issue-4, Jul-Aug, 2019] https://dx.doi.org/10.22161/ijreh.3.4.1 ISSN: 2456-8678 www.aipublications.com/ijreh Page | 128 REFERENCES [1] Khatun Ferdousi and Sharma Pratikshya, “Accurate Drainage Network Extraction from Satellite Imagery—A Survey”. 2019. [2] Garbrecht, J. et L. W. Martz, “Advances in Automated Landscape Analysis”, in American Society of Engineers, San Antonio, Texas, 1995, vol. 1, p. 844-848. [3] Davies B. and Gasse F., African wetlands and shallow water bodies, ORSTOM. 1988. [4] Rosman Nathan, Zlotnik Vitaly, and Rowe Clinton, “An approach to hydrogeological modeling of a large system of groundwater-fed lakes and wetlands in the Nebraska Sand Hills, USA”, Hydrogeology Journal, 2017. [5] Tribe A., “Automated Recognition of Valley Heads from Digial Elevation Models”, Earth Surface Processes & Landforms, no 16(1), p. 33-49, 1992. [6] Mark D. M., “Automatic Detection of Drainage Networks from Digital Elevation Models”, Cartographica, no 21(2/3), p. 168-178, 1984. [7] Balasubramanian, A, “Digital Elevation Model (DEM) in GIS”. 2017. [8] Garbrecht J. et Martz L. W., “Digital Elevation Model Issues In Water Resources Modeling”, vol. Proceeding 99, no paper 866, 1999. [9] Moore I. D., Grayson R. B., and Ladson A. R., “Digital Terrain Modelling: A Review of Hydrological, Geomorphological and Biological Applications”, Hydrological Processes, no 5(1), p. 3-30, 1991. [10] Tziritis Evangelos and Lombardo Luigi, “Estimation of intrinsic aquifer vulnerability with index-overlay and statistical methods: the case of eastern Kopaida, central Greece”, Applied Water Science, 2017. [11] Jenson K. S. and Domingue J. O., “Extracting Topographic Structure from Digital Elevation Data for Geographical Information System Analysis”, Photogrammetric Engineering and Remote Sensing, vol. 54, no 11, p. 1593-1600, 1988. [12] Martins Da Silva Robert, Moreira Virnei, et Bernadino Lopes Alexandre, “Geodetic method to obtain a digital elevation model associated to the Brazilian Geodetic System”, International Journal of Engineering and Technical Research, no 7, p. 14-17, 2019. [13] Kishore Tewari Naval and Kumar Misra Anil, “Landslide vulnerability assessment in Gangotri valley glacier Himalaya through GIS and remote sensing techniques”, Applied Water Science, 2019. [14] Lévêque Christian, Dejoux C. and Iltis A., “Limnology of the Bandama river in Côte d’Ivoire”, Hydrobiologia, no 100, p. 113-141, 1983. [15] Martz L. W. and Garbrecht J., “Numerical Definition of Drainage Network and Subcatchment Areas from Digital Elevation Models”, Computers and Geosciences, no 18(6), p. 747-761, 1992. [16] O’Callaghan J. F. and Mark D. M., “The Extraction of Drainage Networks from Digital Elevation Data”, Computer Vision, Graphics, and Image Processing, no 28, p. 323-344, 1984. [17] Garbrecht J. and Starks L. W., “Note on the Use of USGS Level 1 7.5-Minute DEM Coverages for Landscape Drainage Analyses”, vol. 61, no 5, p. 519-522, 1995.