University of TehranPhysical Geography Research2008-630X49420171222Effects of dam Reservoir on characteristics of meandering river in Gorgan RiverEffects of dam Reservoir on characteristics of meandering river in Gorgan River6576666721510.22059/jphgr.2018.226482.1007002FAReza EsmailiAssociate Professor of geomorphology, University of Mazandaran, IranGhasem LorestaniAssistant Professor of geomorphology, University of Mazandaran, IranGhafor BaziarMSc in Geomorphology, University of Mazandaran, IranJournal Article20170130<strong>Introduction</strong>
An important characteristic of river is channel form and meandering rivers for active forms. Dams as barriers to water and sediment flow can create discontinuities in fluvial geomorphological conditions. The objectives of this paper are to assess the effects of reservoir on the meandering river morphology. The Gorgan River catchment is located in the southern part of Golestan province with a total area of 11,380 km<sup>2</sup>. This river is originated from the Alborz Mountains into Caspian Sea. A reach of the river, 44 km long, that is examined in this research is situated in middle Gorgan River, between Gonbad Kaboos city and Digjeh. The construction of reservoir and changes in land use is effective on the main activities that potentially impact water regime, sediment transport and fluvial dynamics in the Gorgan River.
<strong>Materials and method </strong>
The data of the flow discharge and suspended sediment load of Gorgan River are available in 1973- 2015 at the Ghazaghli gauge station (73 km downstream from the Golestan reservoir Dam). The hydrological analysis was divided into two periods: before dam construction (1973-2001) and after dam construction (2001-2015). Sediment rating curves were created by daily mean suspended sediment discharge and daily mean water discharges by a power function. The fluvial changes have been measured using aerial photographs of 1967 at a scale of 1:20,000, Landsat satellite images (Landsat TM) 2001 and Google Earth images, 2015. The river was digitized from photographs and satellite images, after they were geographically referenced with the help of ArcGIS 10.2. Meander morphology was described based on some of form parameters such as wavelength, amplitude and radius of curvature, and bank width of the channel. Lateral migration and channel activity was analyzed as geomorphic activity. The normality hypothesis was studied for each parameter and conducted with the Kolmogorov–Smirnov test. If the normality test was not rejected, an ANOVA test was applied. If the normality hypothesis was rejected, the Kruskal–Wallis test was used. In all cases, the significance level assumed was α=0.05, as a threshold for rejecting the null hypothesis. The spatial distribution for these parameters was analyzed in order to change downstream the channel. Thus, the correlation coefficient of Spearman was calculated.
<strong>Results and discussion </strong>
During the pre-dam period (1967–2001), mean discharge below the dam was 14 m<sup>3</sup> s-1. These values were 10.5 m<sup>3</sup> s<sup>-1</sup> after the dam was constructed (2001-2015). Power regression between suspended sediment discharge and water discharge data shows that suspended sediment load is reduced to 50 % after dam construction. The values of wavelength and amplitude show minor differences in the three records and do not show significant differences. The radius of curvature, the length in 1967 (124.7 m) was reduced in 2001 (100.6 m) and 2015 (103 m). The dispersion values show significant differences, with a maximum in 1967 and reductions in 2001 and 2015. Bank width shows significant variations in the three records. In 1967 and 2001, it reached the values of 31 and 33 m, respectively. This is decreased to 15.7 m in 2015(-50% from 1967). Thus, bank width loses half of its value in the pre-dam. In pre-dam period (1977-2001) channel lateral migration was reached 39.3 m and in post-dam (2001-2015) the displacement was recorded to 22.2m. The channel activity during the time period 1967–2015 reached 0.65 m/y. The ratio between radius of curvature and the bank width (R<sub>c</sub>/W) is changed from 4.14 in 1967 to 3.04 in 2001 and 7.48 in 2015. These results have indicated that migration capacity is decreased. The stability state shows the spatial distribution of the values. There is no significant relationship between landuse and lateral migration.
<strong>Conclusion</strong>
After construction of the three dams, upstream flow discharge is reduced (26%) and mean width of river is reduced (50%) from 2001 to 2015. Suspended sediment discharge has decreased (50%) after the construction of dams. Wavelength and amplitude do not show significant differences throughout the time period. The ratio R<sub>c</sub> / W<sub>b</sub> doubles from 1967 to 2015. The results show that geomorphological activity is decreased and a static equilibrium was obtained. <strong>Introduction</strong>
An important characteristic of river is channel form and meandering rivers for active forms. Dams as barriers to water and sediment flow can create discontinuities in fluvial geomorphological conditions. The objectives of this paper are to assess the effects of reservoir on the meandering river morphology. The Gorgan River catchment is located in the southern part of Golestan province with a total area of 11,380 km<sup>2</sup>. This river is originated from the Alborz Mountains into Caspian Sea. A reach of the river, 44 km long, that is examined in this research is situated in middle Gorgan River, between Gonbad Kaboos city and Digjeh. The construction of reservoir and changes in land use is effective on the main activities that potentially impact water regime, sediment transport and fluvial dynamics in the Gorgan River.
<strong>Materials and method </strong>
The data of the flow discharge and suspended sediment load of Gorgan River are available in 1973- 2015 at the Ghazaghli gauge station (73 km downstream from the Golestan reservoir Dam). The hydrological analysis was divided into two periods: before dam construction (1973-2001) and after dam construction (2001-2015). Sediment rating curves were created by daily mean suspended sediment discharge and daily mean water discharges by a power function. The fluvial changes have been measured using aerial photographs of 1967 at a scale of 1:20,000, Landsat satellite images (Landsat TM) 2001 and Google Earth images, 2015. The river was digitized from photographs and satellite images, after they were geographically referenced with the help of ArcGIS 10.2. Meander morphology was described based on some of form parameters such as wavelength, amplitude and radius of curvature, and bank width of the channel. Lateral migration and channel activity was analyzed as geomorphic activity. The normality hypothesis was studied for each parameter and conducted with the Kolmogorov–Smirnov test. If the normality test was not rejected, an ANOVA test was applied. If the normality hypothesis was rejected, the Kruskal–Wallis test was used. In all cases, the significance level assumed was α=0.05, as a threshold for rejecting the null hypothesis. The spatial distribution for these parameters was analyzed in order to change downstream the channel. Thus, the correlation coefficient of Spearman was calculated.
<strong>Results and discussion </strong>
During the pre-dam period (1967–2001), mean discharge below the dam was 14 m<sup>3</sup> s-1. These values were 10.5 m<sup>3</sup> s<sup>-1</sup> after the dam was constructed (2001-2015). Power regression between suspended sediment discharge and water discharge data shows that suspended sediment load is reduced to 50 % after dam construction. The values of wavelength and amplitude show minor differences in the three records and do not show significant differences. The radius of curvature, the length in 1967 (124.7 m) was reduced in 2001 (100.6 m) and 2015 (103 m). The dispersion values show significant differences, with a maximum in 1967 and reductions in 2001 and 2015. Bank width shows significant variations in the three records. In 1967 and 2001, it reached the values of 31 and 33 m, respectively. This is decreased to 15.7 m in 2015(-50% from 1967). Thus, bank width loses half of its value in the pre-dam. In pre-dam period (1977-2001) channel lateral migration was reached 39.3 m and in post-dam (2001-2015) the displacement was recorded to 22.2m. The channel activity during the time period 1967–2015 reached 0.65 m/y. The ratio between radius of curvature and the bank width (R<sub>c</sub>/W) is changed from 4.14 in 1967 to 3.04 in 2001 and 7.48 in 2015. These results have indicated that migration capacity is decreased. The stability state shows the spatial distribution of the values. There is no significant relationship between landuse and lateral migration.
<strong>Conclusion</strong>
After construction of the three dams, upstream flow discharge is reduced (26%) and mean width of river is reduced (50%) from 2001 to 2015. Suspended sediment discharge has decreased (50%) after the construction of dams. Wavelength and amplitude do not show significant differences throughout the time period. The ratio R<sub>c</sub> / W<sub>b</sub> doubles from 1967 to 2015. The results show that geomorphological activity is decreased and a static equilibrium was obtained. https://jphgr.ut.ac.ir/article_67215_b1629acf893ea6efd01ff9f5bcf0ef94.pdf