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47 pages, 29904 KiB  
Article
Delineation and Morphometric Characterization of Small- and Medium-Sized Caspian Sea Basin River Catchments Using Remote Sensing and GISs
by Vladimir Tabunshchik, Petimat Dzhambetova, Roman Gorbunov, Tatiana Gorbunova, Aleksandra Nikiforova, Polina Drygval, Ibragim Kerimov and Mariia Kiseleva
Water 2025, 17(5), 679; https://doi.org/10.3390/w17050679 - 26 Feb 2025
Viewed by 152
Abstract
This investigation endeavors to demarcate the boundaries of small- and medium-sized river catchments within the Caspian Sea drainage basin, with a specific focus on the Northeastern Caucasus, Azerbaijan, and Iran regions. A multi-faceted approach was employed, incorporating various remote sensing methods to select [...] Read more.
This investigation endeavors to demarcate the boundaries of small- and medium-sized river catchments within the Caspian Sea drainage basin, with a specific focus on the Northeastern Caucasus, Azerbaijan, and Iran regions. A multi-faceted approach was employed, incorporating various remote sensing methods to select key areas, including the catchments of the Sunzha, Sulak, Ulluchay, Karachay, Atachay, Haraz, and Gorgan rivers. Subsequently, geoinformation systems (GISs) and topographic maps were utilized to determine the morphometric characteristics of these catchments, accompanied by an assessment of the accuracy of remote sensing data. The aim of this study is to evaluate the accuracy and suitability of digital elevation models (DEMs) with a spatial resolution of 30 m per pixel (including ASTER DEM, ALOS DEM, NASADEM, Copernicus 30 m DEM, and SRTM 30 m DEM) and 90 m per pixel (Copernicus 90 m DEM and SRTM 90 m DEM) for delineating small- and medium-sized Caspian Sea basin river catchments. For the DEMs that successfully and accurately delineated watershed boundaries, the morphometric characteristics of the river basins were calculated. This research has yielded novel findings regarding the morphometric characteristics (area, perimeter, ruggedness of the catchment line (roundness coefficient), maximum height, minimum height, average height of the river basin, maximum slope of the surface, average slope of the surface, length of the main watercourse, basin shape parameter (catchment elongation coefficient), shape coefficient, length of the river basin, average river basin slope, and average width of the basin) of individual mountainous small- and medium-sized rivers in the Northeastern Caucasus, Azerbaijan, and Iran, with the catchments of the aforementioned rivers serving as exemplars. The practical significance of these results lies in the fact that such detailed morphometric characteristics of catchments have been obtained for the first time, and their boundaries have been clarified (burned out according to various DEMs), which can serve as a basis for decision-making processes and contribute to the development of operational environmental monitoring of the state of rivers and their catchments. Full article
(This article belongs to the Special Issue Applications of Remote Sensing and GISs in River Basin Ecosystems)
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Figure 1

Figure 1
<p>Geographical location of the study area.</p>
Full article ">Figure 2
<p>Model for identifying basins and watercourses within the study area.</p>
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<p>Comparative analysis of the Sunzha River basin boundaries extracted from various DEMs.</p>
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<p>Comparison of the Sulak River catchment boundaries delineated using various DEMs.</p>
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<p>Comparison of the Ulluchay River catchment boundaries delineated using various DEMs.</p>
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<p>Comparison of the Karachay River catchment boundaries delineated using various DEMs.</p>
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<p>Comparison of the Atachay River catchment boundaries delineated using various DEMs.</p>
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<p>Comparison of the Haraz River catchment boundaries delineated using various DEMs.</p>
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<p>Comparison of the Gorgan River catchment boundaries delineated using various DEMs.</p>
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<p>Cluster analysis dendrogram of DEM accuracy.</p>
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<p>Comparison of automated river basin delineation results for the Sunzha River using different DEMs: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A2
<p>Manual refinement of the Sunzha River basin delineation using various DEMs: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A2 Cont.
<p>Manual refinement of the Sunzha River basin delineation using various DEMs: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
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<p>Extraction of the Sulak River basin using various DEMs in an automated river basin extraction model: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A3 Cont.
<p>Extraction of the Sulak River basin using various DEMs in an automated river basin extraction model: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
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<p>Delineation of the Sulak River basin using various DEMs following manual correction: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
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<p>Delineation the Ulluchay River catchment boundaries from seven DEMs: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A5 Cont.
<p>Delineation the Ulluchay River catchment boundaries from seven DEMs: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
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<p>Delineation of the Ulluchay River basin based on various DEMs as a result of manual adjustment: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A6 Cont.
<p>Delineation of the Ulluchay River basin based on various DEMs as a result of manual adjustment: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
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<p>Delineation of the Karachay River catchment using various DEMs through automatic application of the river basin extraction model: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A8
<p>Delineation of the Karachay River basin based on various DEMs as a result of manual adjustment: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A8 Cont.
<p>Delineation of the Karachay River basin based on various DEMs as a result of manual adjustment: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
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<p>Delineation of the Atachay River catchment using various DEMs through automatic application of the river basin extraction model: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A9 Cont.
<p>Delineation of the Atachay River catchment using various DEMs through automatic application of the river basin extraction model: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A10
<p>Delineation of the Atachay River basin based on various DEMs as a result of manual adjustment: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
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<p>Delineation of the Haraz River catchment using various DEMs through automatic application of the river basin extraction model: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A11 Cont.
<p>Delineation of the Haraz River catchment using various DEMs through automatic application of the river basin extraction model: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A12
<p>Delineation of the Haraz River basin based on various DEMs as a result of manual adjustment: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A12 Cont.
<p>Delineation of the Haraz River basin based on various DEMs as a result of manual adjustment: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A13
<p>Delineation of the Gorgan River catchment using various DEMs through automatic application of the river basin extraction model: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A14
<p>Delineation of the Gorgan River basin based on various DEMs as a result of manual adjustment: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
Full article ">Figure A14 Cont.
<p>Delineation of the Gorgan River basin based on various DEMs as a result of manual adjustment: (<b>a</b>) ALOS; (<b>b</b>) ASTER GDEM; (<b>c</b>) Copernicus 30 m; (<b>d</b>) Copernicus 90 m; (<b>e</b>) NASA DEM; (<b>f</b>) SRTM 30 m; (<b>g</b>) SRTM 90 m.</p>
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14 pages, 1425 KiB  
Article
Effect of Land-Use Change on Runoff in Hyrcania
by Naser Ahmadi-Sani, Lida Razaghnia and Timo Pukkala
Land 2022, 11(2), 220; https://doi.org/10.3390/land11020220 - 31 Jan 2022
Cited by 16 | Viewed by 3641
Abstract
Population growth and human activities have resulted in drastic changes in land use in many areas of the world, including the Hyrcania region in northern Iran. Land-use changes affect the hydrological processes of water basins. This study evaluated the effect of land-use changes [...] Read more.
Population growth and human activities have resulted in drastic changes in land use in many areas of the world, including the Hyrcania region in northern Iran. Land-use changes affect the hydrological processes of water basins. This study evaluated the effect of land-use changes on runoff over 15 years in the Haraz River basin located in Hyrcania using remote sensing data and GIS analyses. The annual precipitation of the region is 66.5 cm. Two Landsat images were used to develop land-use maps for 1996 and 2011. Original image features, their principal components, and vegetation indices were used to classify the two Landsat images into different land-use categories. Runoff was predicted from precipitation, land use, and hydrological soil groups, using the SCS-CN model (the “curve number” approach). During the 15 years, 62.4% of the area remained unchanged and 37.6% had undergone a land-use change. The highest average runoffs were obtained for bare land (14.1–14.5 cm/year) and residential land (10.4–11.4 cm/year), and the lowest for dense forest (2.5–2.6 cm/year) and first-grade rangeland (2.8–3.1 cm/year). The volume of annual runoff increased by 9% during 1996–2011 due to land-use changes. Runoff was estimated at 9.4% of precipitation in 1996, and 9.6% of precipitation in 2011. Most of the increase was related to the increased area of bare land and decreased area of rangeland. The study indicated that combined use of the SCS-CN approach, remote sensing data, and GIS tools allow cost-effective runoff estimation, helping watershed management. The results on the effect of land-use change on runoff can be seen as a warning for land-use managers and policymakers, who should aim at stopping and reversing the current land-use trends of the Haraz River basin. Full article
(This article belongs to the Section Land–Climate Interactions)
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Figure 1

Figure 1
<p>Location and satellite image of the study area in Iran. The lower map is a digital elevation model of the study area.</p>
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<p>Land-use map of 1996 (<b>a</b>) and 2011 (<b>b</b>). The land-use classes are 1, bare land; 2, irrigated farming; 3, dense forests; 4, sparse forests and horticulture; 5, rangeland and dry farming; 6, first-grade range; 7, second-grade range; 8, residential lands; 9, water.</p>
Full article ">Figure 2 Cont.
<p>Land-use map of 1996 (<b>a</b>) and 2011 (<b>b</b>). The land-use classes are 1, bare land; 2, irrigated farming; 3, dense forests; 4, sparse forests and horticulture; 5, rangeland and dry farming; 6, first-grade range; 7, second-grade range; 8, residential lands; 9, water.</p>
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<p>Areas where the land use has changed (yellow) or remained the same (green) between 1996 and 2011.</p>
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<p>Curve number (CN) map of 1996 (<b>a</b>) and 2011 (<b>b</b>).</p>
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<p>Mean annual runoff depths (<b>a</b>) and volumes (<b>b</b>) in different land-use classes in 1996 and 2011. Runoff depth is that part of annual precipitation (66.5 cm/year) that does not infiltrate the soil.</p>
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30 pages, 5231 KiB  
Article
Flood Detection and Susceptibility Mapping Using Sentinel-1 Remote Sensing Data and a Machine Learning Approach: Hybrid Intelligence of Bagging Ensemble Based on K-Nearest Neighbor Classifier
by Himan Shahabi, Ataollah Shirzadi, Kayvan Ghaderi, Ebrahim Omidvar, Nadhir Al-Ansari, John J. Clague, Marten Geertsema, Khabat Khosravi, Ata Amini, Sepideh Bahrami, Omid Rahmati, Kyoumars Habibi, Ayub Mohammadi, Hoang Nguyen, Assefa M. Melesse, Baharin Bin Ahmad and Anuar Ahmad
Remote Sens. 2020, 12(2), 266; https://doi.org/10.3390/rs12020266 - 13 Jan 2020
Cited by 262 | Viewed by 19495
Abstract
Mapping flood-prone areas is a key activity in flood disaster management. In this paper, we propose a new flood susceptibility mapping technique. We employ new ensemble models based on bagging as a meta-classifier and K-Nearest Neighbor (KNN) coarse, cosine, cubic, and weighted base [...] Read more.
Mapping flood-prone areas is a key activity in flood disaster management. In this paper, we propose a new flood susceptibility mapping technique. We employ new ensemble models based on bagging as a meta-classifier and K-Nearest Neighbor (KNN) coarse, cosine, cubic, and weighted base classifiers to spatially forecast flooding in the Haraz watershed in northern Iran. We identified flood-prone areas using data from Sentinel-1 sensor. We then selected 10 conditioning factors to spatially predict floods and assess their predictive power using the Relief Attribute Evaluation (RFAE) method. Model validation was performed using two statistical error indices and the area under the curve (AUC). Our results show that the Bagging–Cubic–KNN ensemble model outperformed other ensemble models. It decreased the overfitting and variance problems in the training dataset and enhanced the prediction accuracy of the Cubic–KNN model (AUC=0.660). We therefore recommend that the Bagging–Cubic–KNN model be more widely applied for the sustainable management of flood-prone areas. Full article
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Graphical abstract

Graphical abstract
Full article ">Figure 1
<p>The Haraz catchment showing flood training and testing sites.</p>
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<p>Flowchart of the research methodology used in this study.</p>
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<p>Flow chart for detecting flood points in the study area using Sentinel-1 data.</p>
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<p>Pseudo code of the basic Relief Attribute Evaluation (RFAE) technique.</p>
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<p>Detection of flood-prone areas in the Haraz watershed using Sentinel-1 data.</p>
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<p>Important flood factors selected by the Relief Attribute Evaluation (RFAE) technique.</p>
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<p>Modelling process using (<b>a</b>) Cubic–KNN, (<b>b</b>) Coarse–KNN, (<b>c</b>) Cosine–KNN, (<b>d</b>) Weighted–KNN, and (<b>e</b>) Bagging Tree models.</p>
Full article ">Figure 7 Cont.
<p>Modelling process using (<b>a</b>) Cubic–KNN, (<b>b</b>) Coarse–KNN, (<b>c</b>) Cosine–KNN, (<b>d</b>) Weighted–KNN, and (<b>e</b>) Bagging Tree models.</p>
Full article ">Figure 7 Cont.
<p>Modelling process using (<b>a</b>) Cubic–KNN, (<b>b</b>) Coarse–KNN, (<b>c</b>) Cosine–KNN, (<b>d</b>) Weighted–KNN, and (<b>e</b>) Bagging Tree models.</p>
Full article ">Figure 8
<p>Flood susceptibility maps of the study area based on: (<b>a</b>) Cubic–KNN, (<b>b</b>) Bagging Tree–Cubic KNN, (<b>c</b>) Coarse–KNN, (<b>d</b>) Bagging Tree–Coarse–KNN, (<b>e</b>) Cosine–KNN, (<b>f</b>) Bagging Tree–Cosine–KNN, (<b>g</b>) Weighted–KNN, and (<b>h</b>) Bagging Tree–Weighted KNN.</p>
Full article ">Figure 9
<p>Flood model evaluations using AUC. (<b>a</b>) KNN-individual classifiers, training dataset. (<b>b</b>) KNN-individual classifiers, validation dataset. (<b>c</b>) Bagging Tree–KNN ensembles, training dataset. (<b>d</b>) Bagging Tree–KNN ensembles, validation dataset.</p>
Full article ">Figure 9 Cont.
<p>Flood model evaluations using AUC. (<b>a</b>) KNN-individual classifiers, training dataset. (<b>b</b>) KNN-individual classifiers, validation dataset. (<b>c</b>) Bagging Tree–KNN ensembles, training dataset. (<b>d</b>) Bagging Tree–KNN ensembles, validation dataset.</p>
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28 pages, 11588 KiB  
Article
New Hybrids of ANFIS with Several Optimization Algorithms for Flood Susceptibility Modeling
by Dieu Tien Bui, Khabat Khosravi, Shaojun Li, Himan Shahabi, Mahdi Panahi, Vijay P. Singh, Kamran Chapi, Ataollah Shirzadi, Somayeh Panahi, Wei Chen and Baharin Bin Ahmad
Water 2018, 10(9), 1210; https://doi.org/10.3390/w10091210 - 7 Sep 2018
Cited by 208 | Viewed by 10288
Abstract
This study presents three new hybrid artificial intelligence optimization models—namely, adaptive neuro-fuzzy inference system (ANFIS) with cultural (ANFIS-CA), bees (ANFIS-BA), and invasive weed optimization (ANFIS-IWO) algorithms—for flood susceptibility mapping (FSM) in the Haraz watershed, Iran. Ten continuous and categorical flood conditioning factors were [...] Read more.
This study presents three new hybrid artificial intelligence optimization models—namely, adaptive neuro-fuzzy inference system (ANFIS) with cultural (ANFIS-CA), bees (ANFIS-BA), and invasive weed optimization (ANFIS-IWO) algorithms—for flood susceptibility mapping (FSM) in the Haraz watershed, Iran. Ten continuous and categorical flood conditioning factors were chosen based on the 201 flood locations, including topographic wetness index (TWI), river density, stream power index (SPI), curvature, distance from river, lithology, elevation, ground slope, land use, and rainfall. The step-wise weight assessment ratio analysis (SWARA) model was adopted for the assessment of relationship between flood locations and conditioning factors. The ANFIS model, based on SWARA weights, was employed for providing FSMs with three optimization models to enhance the accuracy of prediction. To evaluate the model performance and prediction capability, root-mean-square error (RMSE) and receiver operating characteristic (ROC) curve (area under the ROC (AUROC)) were used. Results showed that ANFIS-IWO with lower RMSE (0.359) had a better performance, while ANFIS-BA with higher AUROC (94.4%) showed a better prediction capability, followed by ANFIS0-IWO (0.939) and ANFIS-CA (0.921). These models can be suggested for FSM in similar climatic and physiographic areas for developing measures to mitigate flood damages and to sustainably manage floodplains. Full article
(This article belongs to the Special Issue Flood Forecasting Using Machine Learning Methods)
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Graphical abstract

Graphical abstract
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<p>Flood inventory map and location of the Haraz watershed on Iran map.</p>
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<p>Methodological flowchart used in this study for FSM in the Haraz watershed.</p>
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<p>Flood conditioning factor maps in the study area: slope degree (<b>a</b>), altitude (<b>b</b>), curvature (<b>c</b>), SPI (<b>d</b>), TWI (<b>e</b>), river density (<b>f</b>), distance to river (<b>g</b>), lithology (<b>h</b>), land-use (<b>i</b>), and rainfall (<b>j</b>).</p>
Full article ">Figure 3 Cont.
<p>Flood conditioning factor maps in the study area: slope degree (<b>a</b>), altitude (<b>b</b>), curvature (<b>c</b>), SPI (<b>d</b>), TWI (<b>e</b>), river density (<b>f</b>), distance to river (<b>g</b>), lithology (<b>h</b>), land-use (<b>i</b>), and rainfall (<b>j</b>).</p>
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<p>General ANFIS architecture of first order Takagi–Sugeno fuzzy model [<a href="#B65-water-10-01210" class="html-bibr">65</a>]: (<b>a</b>) Multi-layer perception fuzzy reasoning; (<b>b</b>) equivalent ANFIS structure.</p>
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<p>Flowchart of modelling process in this study.</p>
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<p>Spaces of a cultural algorithm [<a href="#B74-water-10-01210" class="html-bibr">74</a>].</p>
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<p>Flowchart of the BA for flood susceptibility mapping in Haraz watershed [<a href="#B76-water-10-01210" class="html-bibr">76</a>].</p>
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<p>Procedure of seed reproduction at weeds’ colony [<a href="#B77-water-10-01210" class="html-bibr">77</a>].</p>
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<p>RMSE value of training of (<b>a</b>) ANFIS-CA, (<b>c</b>) ANFIS-BA, (<b>e</b>) ANFIS-IWO and for testing data samples (<b>b</b>) ANFIS-CA, (<b>d</b>) ANFIS-BA, and (<b>f</b>) ANFIS-IWO.</p>
Full article ">Figure 9 Cont.
<p>RMSE value of training of (<b>a</b>) ANFIS-CA, (<b>c</b>) ANFIS-BA, (<b>e</b>) ANFIS-IWO and for testing data samples (<b>b</b>) ANFIS-CA, (<b>d</b>) ANFIS-BA, and (<b>f</b>) ANFIS-IWO.</p>
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<p>Cumulative curve of speed processing from applied models.</p>
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<p>Speed of convergence of applied models.</p>
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<p>FSM using ANFIS-IWO (<b>a</b>), ANFIS-CA (<b>b</b>), and ANFIS-BA (<b>c</b>) for Haraz watershed.</p>
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<p>Model validation by success rate (<b>a</b>) and prediction rate (<b>b</b>) for three hybrid models.</p>
Full article ">Figure 14
<p>Percentages of different flood susceptibility classes in the Haraz watershed.</p>
Full article ">
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