A Procedure to Develop Elevation-Area-Capacity Curves of Reservoirs from Depth Sounding Surveys (original) (raw)

Assesment of bathymetric maps via GIS for water in reservoir

Boletim de Ciências Geodésicas, 2014

In order to adopt measures for storing more water in reservoirs, lakes and ponds; to prevent water pollution, protect water sources and extend the service life of these facilities, it is important for manager (Municipalities, Directorates of the State Hydraulic Works (DSHW), Irrigation Unions etc.) to know the current topographic conditions and any changes in the storage capacities of these facilities. This study aimed to identify the updated topographic and bathymetric data required for the efficient management and usage of Altınapa reservoir, changes in surface area and volume of the facility, and to form a Reservoir Information System (RIS). Two digital elevation models, from 2009 and 1984, were used to determine changes in the storage capacity of the reservoir. The calculations indicated that, within this 25-year period, the storage capacity of the reservoir decreased by 12.7% due to sedimentation. A Dam Information System (RIS) was developed from a wide range of data sources, i...

Comparison of Methods to Assess Reservoir Volume and Sedimentation Based on Bathymetric Surveys

This paper presents two different terrain modeling techniques to assess sedimentation employing single-beam bathymetric data, using as a case of study a Peruvian reservoir located in the Andes Mountains. Both methods used the same input data. The first method employed was the traditional method and the second was Insertion of Mesh Points (IMP). In agreement with previous findings, the IMP method produced lower sedimentation values but proved to be satisfactory for the case.

Generate Reservoir Depths Mapping by Using Digital Elevation Model: A Case Study of Mosul Dam Lake, Northern Iraq

Advances in Remote Sensing, 2017

Not many bathymetric maps are available for many lakes and reservoirs in developing countries. Usually the bathymetric mapping requires investment in expensive equipment and fieldwork, both of which are not accessible in these countries. This work demonstrates the ability to develop bathymetric map of Mosul Lake by using a digital elevation model (DEM). The depths model of the lake was designed through the use of three main stages; a coastline extraction, dataset interpolation and a triangular irregular network model. The normalized difference water index (NDWI) was used for automatic delineation of the lake coastline from satellite images. The ordinary kriging interpolation with a stable model was used to interpolate the water depths dataset. Finally a triangulated irregular network (TIN) model was used to visualize the resulting interpolation model. Calculated values of area and volume of a TIN model during 2011 were compared with values of supposed initial operation of the reservoir. The differences of water volume storage between these stages at 321 m water level was about 0.81 × 10 9 m 3 , where the lake lost around 10% of storage value. Also the results of depths lake model show that the change in water storage between March and July 2011 was about 3.08 × 10 9 m 3 .

VERIFICATION OF REMOTE SENSING DATA FOR MEASURING BATHYMETRY ON SMALL WATER RESERVOIRS

There are many small water reservoirs (ponds) in the Czech Republic. It is essential to know their real water accumulations which are often affected by various types of sedimentation. There are relatively new techniques how to measure bathymetry. In this study a multi-beam echosounder was used and compared with a telescopic pipe. Both devices were equipped with Global Positioning System with Real Time Kinematic satellite navigation. For this purpose an error tolerant boat was constructed on which both devices were mounted. The data were collected on the Strnad small water reservoir which is a part of the system of water reservoirs on the outskirts of Prague and which is a benchmark for the whole system. There were some uncertainties whether the remote sensing will give correct data in these conditions. It was also tested which of the post processing techniques gives more correlated data for this type of reservoirs. The results from the two methods of measuring the bathymetry on small water reservoir are in good match according to the correlation coefficients and the Nash-Sutcliffe model efficiency coefficient.

Comparison of Hydrographic Survey and Satellite Bathymetry in Monitoring Kerkini Reservoir Storage

Environmental Processes, 2019

This paper investigates two mapping methods for Kerkini reservoir bottom, in order to study the morphology and the evolution of deposits at the reservoir. The methods are the hydrographic and the satellite bathymetry. The hydrographic method incorporates the geodetic satellite technology with sonar system for mapping the bottom relief, while the satellite bathymetry extracts the depths using the information from the spectral bands of a satellite image. The satellite Worldview-2 was used in this study. The milestones for the Kerkini reservoir were the years 1952 and 1982, where the construction of the west dike changed the hydrological regime. After these changes, bottom surveys of the reservoir were carried out in 1962 and 1984 and charts were produced. Based on these diagrams, deposition rates are calculated and volumes are compared over the years till the recent mapping in 2014. The digital bathymetry models, obtained from the implementation of hydrography and satellite bathymetry, are compared to each other. Furthermore, the development of new methods for the determination of volume and deposition rate can contribute to the optimal management of such water systems and the creation of a sustainability index for the reservoir.

Integrating historical topographic maps and SRTM data to derive the bathymetry of a tropical reservoir

Journal of Hydrology, 2010

This paper proposes a cheap and fast method for estimating the bathymetry of hydroelectric reservoirs. Brazil has more than 30 large hydroelectric reservoirs with volume exceeding one billion cubic meters. The hydroelectric sector is responsible for 97% of energy generation being the largest hydroelectric park in the world. These dams, however, cause a series of environmental, social and economic impacts, which need to be monitored. Among the variables affecting the environmental impact posed by reservoirs, depth has a key role because it acts on the aquatic system hydrodynamics. Reservoir depth distribution, the bathymetry, is also a fundamental factor controlling physical-chemical and biological properties of the system. In Brazil, the acquisition of bathymetric information for the large reservoirs, however, is not a simple task, because: 1) most of the topographic maps available in the area covered by the lake have very small scale (1:100 000 and smaller); 2) larger charts are property of the hydropower companies and are classified; 3) the size of the reservoirs prevent the use of bathymetric surveys due. The challenge therefore is how to combine the use of low precision topographic charts from the period previous to reservoir filling, SRTM data to obtain a bathymetric map which could be used for planning echo-bathymetric missions so as reducing both cost and time of data acquisition and processing.

Estimation the Subterranean Sources of Lakes Water Supply Based on Bathymetric Survey

Environmental and Climate Technologies

Modern technologies give an opportunity to create a large number of bathymetric maps, but less of them have been focused on processing the water depth data in order to study and estimate the subterranean sources of water object supply. This study aims to create a mechanism for estimating the productivity of subterranean sources of lakes water supply, based on bathymetric survey data. Lake Svitiaz was chosen as the study site as the deepest closed lake of natural origin in Ukraine with an area of 2500 ha and a maximum depth of 58.4 m. To get depth data, ground-based measurements were conducted using an echosounder Lowrance LMS-527cDF. The Lake morphometric changes were investigated, using bathymetric data and Sentinel A, and B data in the digital elevation model (15×15 m). Bathygrahic analysis was performed, allowing selecting areas for further echo-sounding, taking into account complex relief and specific basin forms of the Lake. To develop an appropriate technique for estimating th...

Οptimum Volumetric Computation of Fluvial Sediment Deposits in Reservoirs by Comparative Analysis of Different Hydrographic Survey Methodologies

IOSR Journal of Applied Geology and Geophysics

Reservoir sedimentation studies provide a useful tool for the determination of the actual sedimentation rate and the computation of the real useful life of the reservoir. This task is often carried out with a full hydrographic survey of the reservoir, which feeds data to a Digital Terrain Model (DTM) of the reservoir's invert. In other regions of the world, this task is alternatively accomplished with the range lines surveying technique, which is less accurate but is less expensive and copious and therefore suitable for developing countries and large scale reservoir systems. This paper examines these two different approaches of the volumetric computation of the sediment deposits at Kremasta reservoir, Western Greece. The volume of the deposited sediment for the Agrafiotis segment of the reservoir was calculated from the DTM survey and was accepted as the true sediment volume. The accuracy of the range line technique was tested against the DTM survey using five different sets of range lines. The results show a considerable underestimation of the sediment volume for all the sets of range lines. The underestimation is more evident when the range lines are sparse and it is shown that beyond a certain number of range lines there is no improvement of the overall estimation.

A comparison of interpolation methods on the basis of data obtained from a bathymetric survey of Lake Vrana, Croatia

Hydrology and Earth System Sciences Discussions, 2014

The bathymetric survey of Lake Vrana included a wide range of activities that were performed in several different stages, in accordance with the standards set by the International Hydrographic Organization. The survey was conducted using an integrated measuring system which consisted of three main parts: a single-beam sonar HydroStar 4300 and GPS devices; a Ashtech ProMark 500 base, and a Thales Z-Max ® rover. A total of 12 851 points were gathered. In order to find continuous surfaces necessary for analysing the morphology of the bed of Lake Vrana, it was necessary to approximate values in certain areas that were not directly measured, by using an appropriate interpolation method. The main aims of this research were as follows: (a) to compare the efficiency of 14 different interpolation methods and discover the most appropriate interpolators for the development of a raster model; (b) to calculate the surface area and volume of Lake Vrana, and (c) to compare the differences in calculations between separate raster models. The best deterministic method of interpolation was multiquadric RBF (radio basis function), and the best geostatistical method was ordinary cokriging. The root mean square error in both methods measured less than 0.3 m. The quality of the interpolation methods was analysed in two phases. The first phase used only points gathered by bathymetric measurement, while the second phase also included points gathered by photogrammetric restitution. The first bathymetric map of Lake Vrana in Croatia was produced, as well as scenarios of minimum and maximum water levels. The calculation also included the percentage of flooded areas and cadastre plots in the case of a 2 m increase in the water level. The research presented new scientific and methodological data related to the bathymetric features, surface area and volume of Lake Vrana.