Dependency Between the Total and Effective Imperviousness for Residential Quarters of the Lviv City

Abstract

A detailed hydrologic analysis was performed using geographic information systems and field investigations for thirty residential quarters in the Franko district of the Lviv city, Ukraine. All investigated quarters are located at the territory of the Baltic Sea catchment of the Lviv city, and the surface runoff from this area flows to the Lviv wastewater treatment plant. The total area of the investigated sub-catchment is 348.5 ha, including 58.46 % of impervious covers, 41.17 % of green spaces and 0.37 % of water bodies. The share of total impervious surfaces for each of the 30 analyzed quarters varies from 0.329 to 0.929, and the effective imperviousness -from 0.222 to 0.917. The correlation between the total and effective imperviousness was described by the power law dependency p ef =(p tot ) n . Two approaches were used to describe the relationship between the total and the effective imperviousness: 1) using all 30 empirical results for each quarter; 2) using the average values of the imperviousness of the total subcatchment. The obtained values of the power law exponent for these two empirical approaches are n 1 =1.308 and n 2 =1.275, respectively or 7.2 % and 9.6 % less, respectively, comparing to the corresponding value n=1.41 in the Livingston's & Veenhuis' approximation, obtained for 14 different highly urbanized quarters of Denver city. On the other hand, the power law exponents are 3.9% and 1.3% higher, respectively, comparing to the corresponding value n=1.259 in the approximation for the 900 km 2 semi-urban watershed in Marion County,

Improvement of Scientific Approaches to the Development of Engineering

“…Dziopak Y., Huber V., Shuler T. and others [72]. Methods of hydraulic calculation and modes of operation of storage facilities for regulating rain runoff are analyzed in the works of D. Guo [70], Y. Dziopak [71], V. M. Zhuk [75], and others.…”

Experimental surface runoff hydrographs from linear impervious subcatchments for rainfalls of extremely high intensity

“…Surface runoff hydrographs from subcatchments serve as crucial input functions that form the runoff hydrographs for urban catchments of varying scales, configurations, and complexities [ [5] , [6] , [7] , [8] , [9] ]. Methods for modelling surface runoff should comprehensively consider a multitude of factors and specific characteristics of the subcatchment, including its configuration [ [10] , [11] , [12] , [13] ], absolute dimensions [ 14 , 15 ], slope distribution at the subcatchment's area [ 16 , 17 ], surface cover types and their spatial distribution [ 18 , 19 ], correlation between the total and effective imperviousness [ 2 , 4 , 20 , 21 ], infiltration properties of soils [ 11 , [22] , [23] , [24] ] etc. Errors at this initial stage of modelling inevitably and often significantly impact the subsequent modelling of the entire stormwater drainage system [ 25 , 26 ].…”