@2024 Afarand., IRAN
ISSN: 2538-4384 Geographical Researches 2021;36(1):23-34
ISSN: 2538-4384 Geographical Researches 2021;36(1):23-34
Investigation of the Relationship between Geomorphic Characteristics and Sediment Production in Nirchai Basin
ARTICLE INFO
Article Type
Original ResearchAuthors
Madadi A. (*1)Ghale E. (1)
Ebadi E. (1)
Nezafat Takaleh B. (1)
Pasban AH. (1)
(1) Department of Geomorphology, Faculty Social Sciences, Mohaghegh Ardabili University, Ardabil, Iran
Correspondence
Address: Faculty Social Sciences, Mohaghegh Ardabili University, Uni‐ versity Street, Ardabil, Iran. Postal Code: 5619913131.Phone: +98 (45) 31505972
Fax: -
aghil48madadi@yahoo.com
Article History
Received: July 18, 2020Accepted: September 15, 2020
ePublished: March 18, 2021
BRIEF TEXT
The study of soil erosion as a geomorphological process resulting in the reduction of the fertility, destruction of soil, filling the dams' reservoirs, obstruction of the irrigation canals, muddying rivers' water and reduction of water quality has been of great importance from past.
Physiographic and topographic, lithological and soil, climatic and hydrological, geomorphological, and vegetation factors affect soil erosion and sedimentation [Kaviani et al., 2013]. Moazami & Feyznia (2008) modeled Jarahi river sedimentation using multivariable regression method. The results showed this method is proper and efficient for modelling. Motamedi & Azari (2018) in their study in some sub-basins in Khorasan Razavi concluded that the amount of sediment is dependent on form factor coefficient, annual precipitation in level of 5%. Shi et al. (2014) studied the impact of land-uses and physiographic parameters on sedimentation in China. They showed Agriculture land-use is the most influential factor in sedimentation. Ares et al. (2016) analyzed suspended sediment concentration controlling factors in Pampas region in Argentina. They used multivariable regression for modelling. They concluded that generalized linear model can explain 85% of the changes in sediments concentration.
This study aimed to find out the relationship between geomorphological characteristics and sedimentation in Nirchai basin.
There is no research type is mentioned.
The current research is carried out in all 27 sub-basins of Nirchai basin from 2006 to 2016.
There are no sampling method and number reported
The Shapiro-Wilk test and Kolmogorov-Smirnov test were used for the analysis in SPSS 22. ARC GIS software was also used in this study.
Sedimentation in sub-basins The annual sedimentation in all sub-basins are presented in Table 2. According to Table 2, the amount of annual sedimentation in all sub-basins vary from 0.1 tons per year to 11.26 tons per year. Geomorphological characteristics of the sub-basins Sub-basin 1 is the largest one with the area of 23.78〖km〗^2 and sub-basin 8 is the smallest one with 1 〖km〗^2. Sub-basins' slop varies from 5.03% to 36.52% (Table 2). For morphometric analysis of the basin and make comparisons between various sub-basins, some indices such as form factor coefficient, form factor, compactness coefficient, elongation ratio, roundness ratio, and Lemnisk ratio were used (Table 3). According to Table 4, basin branch ratio varies from 0.052 in sub-basin 27 to 0.395 in sub-basin 1. Drainage density means the expansion of drainage system or each basin's streams number in the area of the basin.
The results of the current research are consistent with the results of Mansouri et al., 2017; Ebrahimijam & Ahmadian, 2014; Mohseni Tabrizi et al., 2012; Ziyari et al., 2016; Podratchi, 1993 in terms of the impact of the indicators in the extension of the defenseless spaces and dysfunctionality.
Offering flexible round-the-clock functions such as night drugstores, clinics, markets, and so on. Construction of the stamping grounds for the residents using proper vegetation, flooring, colorful urban furniture in defenseless spaces. Allocation of the urban defenseless spaces to holding the festivals and outdoor markets. Allocation of the defenseless spaces to outdoor playgrounds and surrounding them by fences. Lightening such spaces and asking the owners to install nigh lamps at their doors.
There is no limitation reported.
The awareness of the reasons for defenselessness and insecurity in urban spaces and their impact on the residents' life quality plays an important role in helping the managers and the experts in the renovation of the urban fabrics such as the valuable fabric of Oudlajan. The results show Oudlajan is not secure according to the studied indicators. Lack of proper plans to improve such places leads to the increase in violence, unsafety, criminal activities and leaving population from that area.
We tend to thank Mr. Kazemi, Mr. Najafi, and Hosseini, the facilitation office (Mr. Dushen, Ms. Nourie, and Ms. Shamshiri).
None.
None.
This study is carried out at the first author's personal expense.
TABLES and CHARTS
Show attach fileCITIATION LINKS
[1]Asghari S, Ghale E (2019). Investigation of the relationship between geomorphic characteristics and sediment yield (Case Study: Gharanghoo Basin in East Azarbaijan Province). Quantitative Geomorphological Research. 8(3):146-164.
[2]Ares MG, Varni M, Chagas M (2016). Suspended sediment concentration controlling factors: an analysis for the Argentine Pampas region. Hydrological Science Journal. 61(12):2237-2248.
[3]Arman N (2012). Regional modeling of soil erosion and sediment yield in Northern Alborz [dissertation]. Tehran: Tehran University.
[4]Faghfouri Z, Arman N, Faraji M, Khorsandi Z (2017). Identifying the effective factors on sediment yield using statistical method, case study: Seyed Abad Basin. Journal of Watershed Engineering and Management. 9(2):190-204.
[5]Cheng NN, He HM, Yang SY, Lu YJ, Jing ZW (2017). Impacts of topography on sediment discharge in Loess Plateau, China. Quaternary International. 440(2):119-29.
[6]Chorley RJ, Malm DE, Pogorzelski HA (1957). A new standard for estimating drainage basin shape. American Journal of Science. 255(2):138-141.
[7]Fryirs K (2013). Connectivity in catchment sediment cascades: A fresh look at the sediment delivery problem. Earth Surface Processes and Landforms. 38(1):30-46.
[8]Gholami L, Sadeghi H, KhalediDarvishan A, Telvari A (2008). Sedimment modeling caused by thunderstorms using rain and runoff variables. Journal of agricultural sciences and industries. 22(2):263-271.
[9]Horton RE (1932). Drainage‐basin characteristics. Transactions, American Geophysical Union. 13(1):350-361.
[10]Kavian A, Safari A (2013). Determining the appropriate model for estimating sedimentation using statistical methods (case study: Babolrood watershed). Journal Geographical Sciences. 13(30):111-130.
[11]Kheirfam H, Vafakhah M (2015). Evaluation of gamma test and andrew curaes to estimate suspended sediment load in southeastern watersheds of the Caspian Sea. Journal of Watershed Management Research. 6(11):47-58.
[12]Madadi A, Pirouzi E (2016). Estimation of soil erosion and sedimant yield in the lay Chay basin. Journal Geographical Sciences. 16(42):177-195
[13]Moazami M, Feyznia S. Suspended sediment analysis (case study: River Surgery). 4th National Conference Iranian watershed management science and engineering, management watershed; 2008 Feb 20-21; Karaj: Tehran University; 2008.
[14]Mousavi F, Heidar poor M, Shabanloo S (2010). Investigation of sediment in zayanderood using experimental models to increase and decrease the level. Journal Water and Sewerage. 17(57):76-82.
[15]Mosaedi A, Mohamadi A, Najafinejad A, Yaghmaee F (2010). Optimizing debit stream and debit suspended relationships at gorganrood selected stations. Journal of Natural Resources. 59(2):331-342.
[16]Motamedi R, Azari M (2018). Relationshep between geomorphic characteristics and watershed sedimentatiob (case study: selected sub-basin of khorasan Razavi). Environmental Erosion Research Iran. 28(4):82-101.
[17]Paulinus UU, Ifedilichukwu NG, Ahamefula AC, Iheanyichukwu OA, Theophilus ET, Edet IG (2016). Morphometric analysis of Sub- watersheds in Oguta and environs, southeastern Nigeria using GIS and remote sensing data. Journal of Geosciences and Geomatics. 4(2):21-28.
[18]Rahmati O, Tahmasebii poor N, Poorghasemi H R (1985). Prioritization of fiood the watershed golestan province based on motphometric analysis and statistical correlation. Ecohydrology. 2(2):151 -161.
[19]Saghafian B, Ghermezcheshmeh B, Samiei M, Asheghi R (2010). Effective factors on suspended sediment load in southwestern basins of Iran. Journal of Watershed Engineering and Management. 1(3):140-152.
[20]Shayan S, Zare G, Yamani M, SharifiKia M, Sultanpour M (2013). Analysis of the trend of statistics changes in the discharge and sediment of the Mend watershed and its application in environmental planning. Journal of Applied Geomorphology. 1(2):37-50.
[21]Shaviklo AR (2017). Analyses of sensory evaluation data using Principal Component analysis (PCA). Journal of food science and technology. 80(15):361-377.
[22]Shi ZH, Huang XD, Fang NF, Wu GL (2014). Quantitative analysis of factors controlling sediment yield in mountainous watersheds, Geomorphology. 226:193-201.
[23]Walling DE, Webb BW (1985). Estimating the discharge of contaminants to coastal waters by rivers: Some cautionary comments. Journal of Marine Pollution Bulletin. 16(12):488-492.
[24]Zaree Chahooki MA (2010). Data analysis in natural resources research using SPSS software, first edition. Jahad University Press. 309p.
[25]Zhang HY, Shi ZH, Fang NF, Guo MH (2015). Linking watershed geomorphic characteristics to sediment yield: Evidence from the Loess Plateau of China. Geomorphology. 234:19-27.
[2]Ares MG, Varni M, Chagas M (2016). Suspended sediment concentration controlling factors: an analysis for the Argentine Pampas region. Hydrological Science Journal. 61(12):2237-2248.
[3]Arman N (2012). Regional modeling of soil erosion and sediment yield in Northern Alborz [dissertation]. Tehran: Tehran University.
[4]Faghfouri Z, Arman N, Faraji M, Khorsandi Z (2017). Identifying the effective factors on sediment yield using statistical method, case study: Seyed Abad Basin. Journal of Watershed Engineering and Management. 9(2):190-204.
[5]Cheng NN, He HM, Yang SY, Lu YJ, Jing ZW (2017). Impacts of topography on sediment discharge in Loess Plateau, China. Quaternary International. 440(2):119-29.
[6]Chorley RJ, Malm DE, Pogorzelski HA (1957). A new standard for estimating drainage basin shape. American Journal of Science. 255(2):138-141.
[7]Fryirs K (2013). Connectivity in catchment sediment cascades: A fresh look at the sediment delivery problem. Earth Surface Processes and Landforms. 38(1):30-46.
[8]Gholami L, Sadeghi H, KhalediDarvishan A, Telvari A (2008). Sedimment modeling caused by thunderstorms using rain and runoff variables. Journal of agricultural sciences and industries. 22(2):263-271.
[9]Horton RE (1932). Drainage‐basin characteristics. Transactions, American Geophysical Union. 13(1):350-361.
[10]Kavian A, Safari A (2013). Determining the appropriate model for estimating sedimentation using statistical methods (case study: Babolrood watershed). Journal Geographical Sciences. 13(30):111-130.
[11]Kheirfam H, Vafakhah M (2015). Evaluation of gamma test and andrew curaes to estimate suspended sediment load in southeastern watersheds of the Caspian Sea. Journal of Watershed Management Research. 6(11):47-58.
[12]Madadi A, Pirouzi E (2016). Estimation of soil erosion and sedimant yield in the lay Chay basin. Journal Geographical Sciences. 16(42):177-195
[13]Moazami M, Feyznia S. Suspended sediment analysis (case study: River Surgery). 4th National Conference Iranian watershed management science and engineering, management watershed; 2008 Feb 20-21; Karaj: Tehran University; 2008.
[14]Mousavi F, Heidar poor M, Shabanloo S (2010). Investigation of sediment in zayanderood using experimental models to increase and decrease the level. Journal Water and Sewerage. 17(57):76-82.
[15]Mosaedi A, Mohamadi A, Najafinejad A, Yaghmaee F (2010). Optimizing debit stream and debit suspended relationships at gorganrood selected stations. Journal of Natural Resources. 59(2):331-342.
[16]Motamedi R, Azari M (2018). Relationshep between geomorphic characteristics and watershed sedimentatiob (case study: selected sub-basin of khorasan Razavi). Environmental Erosion Research Iran. 28(4):82-101.
[17]Paulinus UU, Ifedilichukwu NG, Ahamefula AC, Iheanyichukwu OA, Theophilus ET, Edet IG (2016). Morphometric analysis of Sub- watersheds in Oguta and environs, southeastern Nigeria using GIS and remote sensing data. Journal of Geosciences and Geomatics. 4(2):21-28.
[18]Rahmati O, Tahmasebii poor N, Poorghasemi H R (1985). Prioritization of fiood the watershed golestan province based on motphometric analysis and statistical correlation. Ecohydrology. 2(2):151 -161.
[19]Saghafian B, Ghermezcheshmeh B, Samiei M, Asheghi R (2010). Effective factors on suspended sediment load in southwestern basins of Iran. Journal of Watershed Engineering and Management. 1(3):140-152.
[20]Shayan S, Zare G, Yamani M, SharifiKia M, Sultanpour M (2013). Analysis of the trend of statistics changes in the discharge and sediment of the Mend watershed and its application in environmental planning. Journal of Applied Geomorphology. 1(2):37-50.
[21]Shaviklo AR (2017). Analyses of sensory evaluation data using Principal Component analysis (PCA). Journal of food science and technology. 80(15):361-377.
[22]Shi ZH, Huang XD, Fang NF, Wu GL (2014). Quantitative analysis of factors controlling sediment yield in mountainous watersheds, Geomorphology. 226:193-201.
[23]Walling DE, Webb BW (1985). Estimating the discharge of contaminants to coastal waters by rivers: Some cautionary comments. Journal of Marine Pollution Bulletin. 16(12):488-492.
[24]Zaree Chahooki MA (2010). Data analysis in natural resources research using SPSS software, first edition. Jahad University Press. 309p.
[25]Zhang HY, Shi ZH, Fang NF, Guo MH (2015). Linking watershed geomorphic characteristics to sediment yield: Evidence from the Loess Plateau of China. Geomorphology. 234:19-27.