The aim of the water cadastre is represented by gathering the fundamental data for quantitatively and qualitatively evaluating water resources and their rational management for their maximum capitalization. Cadastral data become the basic elements in conducting complex studies concerning setting out the plans for hydrographic basins, etc. Water cadastre does not have as an objective and does not keep a record of " the land permanently underwater". Establishing their exact position, according to the regulations of use and protection of waters, as well as their representation and area determination fall under the responsibilities of the general cadastre. Moreover, this also states the topographic number of the river or lake, its correct name and the holder of the right to manage it. The aerial photographic mapping is extremely important in the process of making the water cadastre by photogrammetric methods. The quality and technical parameters of the materials obtained influence the precision and efficiency of water cadastre. For this, the preparation and execution of the photogrammetric flight must be done with great care [1]. Special workings on the rivers are made along the respective topographic element, taking into consideration also the banks of the river. So aerial photographic mapping is done with only one recording strip. Projecting the aerial photographic mapping must refer to the purpose of the photogrammetric elevation. It must also be done according to a series of physical and geographic elements, weather conditions, and economic conditions; the period, the type of film, the photo camera will all have to be decided on according to the above-mentioned elements [2]. The aerial photographic mapping is destined for water cadastre, and the flight must be conducted in autumn-winter or spring, when there is no snow and the trees do not have leaves so they do not cover important elements and planimetric details. Taking into consideration the area weather conditions, we will decide on the best period with sunny days and direction and speed of the wind. It is best to execute aerial photographic mapping at noon, when the shadows of the tall elements are minimal. The project of aerotriangulation represents the optimization of various criteria (the project parameters). Out of these, precision, exactity and economicity are dominant. Understanding the nature of this task, we defined the following project parameters or conditions for the project: the mapping scale and the aero-photogrammetric scale; planimetric position; level position; the maximum allowable variation of coordinates X, Y, Z; using the RC-10 camera; measuring independent models for the triangulation; ensuring the junction points by artificial marking[1]. The basis for position orientation is the existent trigonometric network. The mapping will be done with the help of analogical photogrammetric instruments. The quality of the aerotriangulation model was checked with the help of the already mentioned project parameters[3]. The adapted project represented the basis for continuing the making of the triangulation project necessary for conducting a complex task of restoring the water cadastre on the Timis River for exactly locating the water course. [ABSTRACT FROM AUTHOR]