The general objective of the project is to provide the necessary flood safety by developing existing embankments. With regard to flood-protection dykes, this is achieved both by closing the height gap and by increasing subsoil suspensibility. In addition, ensuring that future maintenance works are carried out on both the saved and the floodplains is an important aspect of the development. Within the framework of the project, the abbi improvements will be implemented: Development of Tisza left bank charging between 122+ 900-130+ 681 tkm sections The following improvements were planned on the charging section to be upgraded due to the typical conditions: 122+ 750-122+ 900 tkm the connection section of the old and new charge trace line 122+ 900-125+ 500 tkm new charge trace line 125+ 500-126+ 452 tkm waterside development 126+ 452-126+ 602 tkm heightening with new vb. flood protection wall and insert beam flood protection mobile. 126+ 602-126+ 866.5 tkm heightening with a flood protection wall with the use of the existing wall and with a grooved flood protection mobile. 126+ 866,5-126+ 974.7 tkm the charging section to be developed in connection with the design of the bridge (not part of the current planning task) 126+ 974.7-127+ 158 tkm heightening with flood protection wall with the use of the existing wall and the flood protection mobile dam. To the saved side due to the proximity of the internal roads, the construction of a support wall. 127+ 158± 130+ 520 tkm waterside charge development Tisza jp. Development of flood protection sections 52+ 000-54+ 292 tkm (Tivadar-Tarpa): The horizontal line of the planned charging development was determined by the existing charging line and had to be adapted to it, taking into account the development gauge. Over the significant length of the phase to be developed, reinforcement is carried out towards the water side. The reinforcements were designed in such a way that the large water medre would not be narrowed further as far as possible. The flood protection wall section in the urban area can be heightened by the development of the embankment and the construction of a mobile flood protection wall due to the availability of space. The crown level of the new embankment and the level of the flood protection wall have been set to 1.0 m above the standard flood level, including the thickness of the top of the embankment. The planned charging is 4.00 m crown width, connected to the existing saved side with ~1:2.5-1:3 on the saved side. The water-side bending will be 1:2.5. The Coronal Width at the roof level (MÁSZ+ 1.00 m) is 4.0 m. The enveloped filling crown drops in the direction of the saved side with 2.5 % sidefall. Modernisation of the Tivadari dam, construction of a new flood protection warehouse at Kisari dam, upgrading of the damhouse, river control works (Tivadari coast insurance (705.8-707 fkm); Kisari coast insurance around rkm 705; Coast insurance under Tivadari bridge (703.8-704.85 rkm); Kisari central coast insurance (702.4-703.8 rkm))