THE BANKFULL DISCHARGE OF A MOUNTAINOUS ANTHROPIZED RIVER: HOW RELEVANT IS FOR THE CHANNEL GEOMORPHOLOGY?

Author(s):  
Valeriu Stoilov-Linu ◽  
Mihai Niculita ◽  
Dan Dumitriu
Keyword(s):  
2020 ◽  
Vol 13 (2) ◽  
pp. 17-24
Author(s):  
Gabriela Ioana-Toroimac ◽  
Liliana Zaharia ◽  
Gianina Neculau ◽  
Gabriel Minea

Despite numerous researches on river channel incision, there are fewer studies on the impact of channel adjustments on floods. This paper aims to investigate channel adjustments and to analyse their impact on the frequency of floods by estimating the return period of the bankfull discharge of the Prahova River in the South-Eastern Subcarpathians (Romania). The study is based on the analysis of the maximum annual discharges and cross-section profiles of the Prahova River at Câmpina gauging station (1976–2015). To estimate the return period of the bankfull discharge, the log Pearson III distribution was used. Overall, the maximum depth and the cross-section area at the bankfull stage increased during the analysed period, indicating channel incision and lateral stability. The bankfull discharge of 1976 could be reached every year and the one of 2015 could occur almost every 5 years. Therefore, due to channel incision and increased channel capacity, overflowing the bankfull stage is a less frequent hazard on the Prahova River at Câmpina gauging station. River management appears to maintain this situation as no measure is taken to decrease channel incision.


2016 ◽  
Vol 10 (2) ◽  
Author(s):  
Wiktoria Czech ◽  
◽  
Karol Plesiński ◽  
Artur Radecki-Pawlik

Author(s):  
Farhad Sakhaee

Abstract: Fishpot Creek has been investigated and bankfull discharge was calculated based on the collected data points obtained from 3D laser scanning of the stream. This report consists of two major parts. One is the 3D scanning and analysis the results, other part includes sampling of both bed and bank materials. In the first part, essential parameters of roughness coefficient based on Cowan’s method were calculated as well as calculating the cross-sectional area and wetted perimeter based on the profile obtained from stream channel scanning.  Leica Scan Station HDS 3000 scanner was used to visualize the cross-sectional shape of the stream based on a high-density scan technology and finally applied to the manning’s equation to calculate the bankfull discharge. for sampling part both bed and bank materials were analyzed in lab, mechanical sieve test performed to investigate the gradation of bed and banks materials within the study area.


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