Understanding Discrete and Continuous Random Variables in Hydrology (a) List at least five examples of hydrologic discrete variables and five hydrologic continuous variables. Discuss and/or explain and how and/or why these variables in each category qualify the stated variables? (b) For the English River with watershed area 6230 km2and located in Thunder Bay district of Northwestern Ontario, find the median and mode-class of the discrete flow dataset as summarized below in the table. (c) Compute statistical parameters (mean, variance, coefficients of skewness, kurtosis, variation, and the lag one correlation coefficient) for the discrete flow data set as summarized below in the table. (d) Based on the assumption that the 42-year of flow data of the English River follow a normal probability distribution (that is a theoretical distribution of flow being a continuous variable), compute the peak flow estimates the corresponding probability of occurrence of 0.2, 0.1, and 0.01.
Understanding Discrete and Continuous Random Variables in Hydrology
(a) List at least five examples of hydrologic discrete variables and five hydrologic continuous variables. Discuss and/or explain and how and/or why these variables in each category qualify the stated variables?
(b) For the English River with watershed area 6230 km2and located in Thunder Bay district of Northwestern Ontario, find the median and
(c) Compute statistical parameters (mean, variance, coefficients of skewness, kurtosis, variation, and the lag one
(d) Based on the assumption that the 42-year of flow data of the English River follow a

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