Alternative study of type and location of flood control infrastructure in the drainage system, Avfour Kelor channel, Tuban regency

The topography of Tuban Regency which is close to the sea has both advantage and disadvantage. The advantage is the main channels of drainage can be directly discharged into the sea, while the disadvantage is the flow of the channels will be influenced by the sea tide. However, the absence of the channel capacity of drainage to load the runoff from the catchment area of Afvour Kelor channel led to inundations in the downstream and upstream. In addition, in the middle of the downstream and the upstream of Afvour Kelor channel, precisely in the Perbon Village, inundation frequently takes place particularly in the rainy season. It is allegedly caused by, the extreme runoff from the catchment area of Afvour Kelor channel, in addition to the influence of the sea tide. Due to the prevailing problem and the absence of the solution from the related institutions, the effort to manage drainage system in the area through the debit arrangement of runoff of Afvour Kelor cannel is urgently required. There were 3 (three) flood control scenarios that were simulated in this research. The scenarios in this research consisted of: to join the plan from the location of 7 (seven) ponds, 1 (one) pond at a predetermined location, and normalization of the channel. Subsequently, the most optimal scenario would be selected and reviewed based on the water surface profile in the cross section of the lowest Avfour Kelor channel.