Academic literature on the topic 'Geomorphological Instantaneous Unit Hydrographs'

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Journal articles on the topic "Geomorphological Instantaneous Unit Hydrographs"

1

Khaleghi, M. R., J. Ghodusi, and H. Ahmadi. "Regional analysis using the Geomorphologic Instantaneous Unit Hydrograph (GIUH) method." Soil and Water Research 9, No. 1 (2014): 25–30. http://dx.doi.org/10.17221/33/2012-swr.

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The construction of design flood hydrographs for ungauged drainage areas has traditionally been approached by regionalization, i.e. the transfer of information from the gauged to the ungauged catchments in a region. Such approaches invariably depend upon the use of multiple linear regression analysis to relate unit hydrograph parameters to catchment characteristics and generalized rainfall statistics. In the present study, Geomorphologic Instaneous Unit Hydrograph (GIUH) was applied to simulate the rainfall-runoff process and also to determine the shape and dimensions of outlet runoff hydrogra
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2

Hall, M. J., A. F. Zaki, and M. M. A. Shahin. "Regional analysis using the Geomorphoclimatic Instantaneous Unit Hydrograph." Hydrology and Earth System Sciences 5, no. 1 (2001): 93–102. http://dx.doi.org/10.5194/hess-5-93-2001.

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Abstract. The construction of design flood hydrographs for ungauged drainage areas has traditionally been approached by regionalisation, i.e. the transfer of information from the gauged to the ungauged catchments in a region. Such approaches invariably depend upon the use of multiple linear regression analysis to relate unit hydrograph parameters to catchment characteristics and generalised rainfall statistics. The concept of the geomorphological instantaneous unit hydrograph (GIUH), in relating the shape and scale of the catchment transfer function to stream network topology and channel chara
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3

Sulistyowati, Anantri, Rachmad Jayadi, and Adam Pamudji Rahardjo. "Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method." Journal of the Civil Engineering Forum 4, no. 3 (2018): 223. http://dx.doi.org/10.22146/jcef.38860.

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Flood forecasting at Wonogiri Reservoir is restricted on the availability of hydrologic data due to limited monitoring gauges. This issue triggers study of unit hydrograph modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) which is based on Geographic Information System (GIS). Analysis of physical watershed parameters was conducted on Digital Elevation Model (DEM) data using software Watershed Modeling System (WMS) 10.1 and ArcGIS. Nash model and S-curve method were used to process triangular GIUH into hourly Instantaneous Unit Hydrograph (IUH) and Unit Hydrograph (UH) and th
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4

Goñi, Mikel, J. Javier López, and Faustino N. Gimena. "Geomorphological instantaneous unit hydrograph model with distributed rainfall." CATENA 172 (January 2019): 40–53. http://dx.doi.org/10.1016/j.catena.2018.08.010.

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5

Fleurant, C., B. Kartiwa, and B. Roland. "Analytical model for a geomorphological instantaneous unit hydrograph." Hydrological Processes 20, no. 18 (2006): 3879–95. http://dx.doi.org/10.1002/hyp.6162.

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6

Wang, Ying, and Yeou‐Koung Tung. "Stochastic generation of geomorphological instantaneous unit hydrograph‐based flow hydrograph." International Journal of River Basin Management 4, no. 1 (2006): 49–56. http://dx.doi.org/10.1080/15715124.2006.9635275.

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7

Shamseldin, A. Y., and J. E. Nash. "The geomorphological unit hydrograph – a critical review." Hydrology and Earth System Sciences 2, no. 1 (1998): 1–8. http://dx.doi.org/10.5194/hess-2-1-1998.

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Abstract. The theory of the geomorphological unit hydrograph (GUH) is examined critically and it is shown that the inherent assumption that the operation of the drainage network may be modelled by a corresponding network of linear reservoirs so restricts the instantaneous unit hydrograph (IUH) shape that the effects of further restrictions, reflecting the constraints imposed by the geomorphological laws of the channel network, cannot easily be identified. Without such identification, the geomorphological unit hydrograph theory is untestable and must remain only a plausible hypothesis providing
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8

Singh, V. P., C. Corradini, and F. Melone. "A Comparison of Some Methods of Deriving the Instantaneous Unit Hydrograph." Hydrology Research 16, no. 1 (1985): 1–10. http://dx.doi.org/10.2166/nh.1985.0001.

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The geomorphological instantaneous unit hydrograph (IUH) proposed by Gupta et al. (1980) was compared with the IUH derived by commonly used time-area and Nash methods. This comparison was performed by analyzing the effective rainfall-direct runoff relationship for four large basins in Central Italy ranging in area from 934 to 4,147 km2. The Nash method was found to be the most accurate of the three methods. The geomorphological method, with only one parameter estimated in advance from the observed data, was found to be little less accurate than the Nash method which has two parameters determin
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9

Malleswara Rao, B. N. "Geomorphological Instantaneous Unit Hydrograph (GIUH) for an Ungauged Watershed." CVR Journal of Science & Technology 15, no. 1 (2018): 17–21. http://dx.doi.org/10.32377/cvrjst1503.

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10

Hanif, Fatima, and Ahsan Ali. "Direct runoff hydrograph model’s collation for a Pakistan’s region." Mehran University Research Journal of Engineering and Technology 41, no. 4 (2023): 198. http://dx.doi.org/10.22581/muet1982.2204.20.

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Rainfall-Runoff modeling is among the classical applications of hydrology. This paper examines the results of 3 hydrologic approaches, particularly Clark Model, Nash Model, and Geomorphic Instantaneous Unit Hydrograph Model. Assumptions are forwarded for the long run use of the Rawalpindi Division, Pakistan’s Small Dam Organization. The catchment of Shahpur Dam was an area under consideration for the study. The Digital elevation model (DEM) was implicated to measure the Nash and Clark model’s geomorphic parameters. Using ArcGIS, catchment satellite imagery was processed to estimate geomorpholo
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