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Relevant bibliographies by topics / Annual maximum series

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Journal articles

Academic literature on the topic 'Annual maximum series'

Author: Grafiati

Published: 6 September 2023

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Journal articles on the topic "Annual maximum series"

1

Yoo, Chul-Sang, and Cheol-Soon Park. "Comparison of Annual Maximum Rainfall Series and Annual Maximum Independent Rainfall Event Series." Journal of Korea Water Resources Association 45, no. 5 (2012): 431–44. http://dx.doi.org/10.3741/jkwra.2012.45.5.431.

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2

Kim, Tae-Woong. "Comparison of Design Rainfalls From the Annual Maximum and the Non-annual Exceedance Series." Journal of the Korean Society of Civil Engineers 34, no. 2 (2014): 469. http://dx.doi.org/10.12652/ksce.2014.34.2.0469.

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3

McCuen, Richard H., and Kathleen E. Galloway. "Record Length Requirements for Annual Maximum Flood Series." Journal of Hydrologic Engineering 15, no. 9 (2010): 704–7. http://dx.doi.org/10.1061/(asce)he.1943-5584.0000223.

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4

Tiwari, Harinarayan, Subash Pd Rai, Nayan Sharma, and Dheeraj Kumar. "Computational approaches for annual maximum river flow series." Ain Shams Engineering Journal 8, no. 1 (2017): 51–58. http://dx.doi.org/10.1016/j.asej.2015.07.016.

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5

Sobey, Rodney J., and Leah S. Orloff. "Triple annual maximum series in wave climate analyses." Coastal Engineering 26, no. 3-4 (1995): 135–51. http://dx.doi.org/10.1016/0378-3839(95)00020-8.

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6

TANAKA, Shigenobu, and Kaoru TAKARA. "HYDROLOGIC FREQUENCY ANALYSIS WITH ANNUAL MAXIMUM SERIES AND PARTIAL DURATION SERIES." PROCEEDINGS OF HYDRAULIC ENGINEERING 43 (1999): 145–50. http://dx.doi.org/10.2208/prohe.43.145.

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7

Ng, Jing Lin, Soon Kim Tiang, Yuk Feng Huang, Nur Ilya Farhana Md Noh, and Ramez A. Al-Mansob. "Analysis of annual maximum and partial duration rainfall series." IOP Conference Series: Earth and Environmental Science 646, no. 1 (2021): 012039. http://dx.doi.org/10.1088/1755-1315/646/1/012039.

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8

Rosbjerg, D. "On the annual maximum distribution in dependent partial duration series." Stochastic Hydrology and Hydraulics 1, no. 1 (1987): 3–16. http://dx.doi.org/10.1007/bf01543906.

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9

Martins, Eduardo S., and Jery R. Stedinger. "Historical information in a generalized Maximum Likelihood Framework with partial duration and annual maximum series." Water Resources Research 37, no. 10 (2001): 2559–67. http://dx.doi.org/10.1029/2000wr000009.

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10

Chen, Xiaohong, Lijuan Zhang, C. Y. Xu, Jiaming Zhang, and Changqing Ye. "Hydrological Design of Nonstationary Flood Extremes and Durations in Wujiang River, South China: Changing Properties, Causes, and Impacts." Mathematical Problems in Engineering 2013 (2013): 1–10. http://dx.doi.org/10.1155/2013/527461.

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Abstract:

The flood-duration-frequency (QDF) analysis is performed using annual maximum streamflow series of 1–10 day durations observed at Pingshi and Lishi stations in southern China. The trends and change point of annual maximum flood flow and flood duration are also investigated by statistical tests. The results indicate that (1) the annual maximum flood flow only has a marginally increasing trend, whereas the flood duration exhibits a significant decreasing trend at the 0.10 significant level. The change point for the annual maximum flood flow series was found in 1991 and after which the mean maximum flood flow increased by 45.26%. (2) The period after 1991 is characterized by frequent and shorter duration floods due to increased rainstorm. However, land use change in the basin was found intensifying the increased tendency of annual maximum flow after 1991. And (3) under nonstationary environmental conditions, alternative definitions of return period should be adapted. The impacts on curve fitting of flood series showed an overall change of upper tail from “gentle” to “steep,” and the design flood magnitude became larger. Therefore, a nonstationary frequency analysis taking account of change point in the data series is highly recommended for future studies.

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