Time of concentration based infiltration under different soil density, water content, and slope during a steady rainfall

• Autorzy: Harisuseno Donny , Khaeruddin Dian Noorvy , Haribowo Riyanto

Identyfikatory

DOI

10.2478/jwld-2019-0028

Warianty tytułu

PL

Czas infiltracji w warunkach różnej gęstości gleby, zawartości wody i nachylenia terenu podczas stałego opadu

• Języki publikacji: EN

Abstrakty

EN

Time of concentration, Tc, is defined as time elapsed from the beginning of rainfall infiltrated into soil layer until it reaches a constant infiltration rate (fc) which is indicated an equilibrium subsurface flow rate. In hydrological view, time of concentration plays a significant role in elaboration of transformation of rainfall into runoff in a watershed. The aims of this research are to define influence of soil density and soil water content in determining time of concentration using infiltration concept based on water balance theory, and to find out the effect of land slope this time. Watershed laboratory experiment using rainfall simulator was employed to examine time of concentration associated with infiltration process under different slope, soil density and soil water content based on water balance concept. The steady rainfall intensity was simulated using sprinklers which produced 2 dm³∙min^–1. Rainfall, runoff and infiltration analysis were carried out at laboratory experiment on soil media with varied of soil density (d) and soil water content (w), where variation of land slopes (s) were designed in three land slopes 2, 3 and 4%. The results show that relationship between soil density and land slope to time of concentration showed a quadratic positive relationship where the higher the soil density address to the longer time of concentration. Moreover, time of concentration had an inverse relationship with soil water content and land slope that means time of concentration decreased when the soil water content increased.

PL

Czas koncentracji Tc definiuje się jako czas, który upływa od początku opadu infiltrującego glebę do osiągnięcia stałej prędkości infiltracji (fc), co oznacza zrównoważone tempo przepływu podpowierzchniowego. W hydrologii czas koncentracji odgrywa znaczącą rolę w ocenie transformacji opadu w odpływ w zlewni. Celem badań było określenie wpływu gęstości gleby i zawartości wody w glebie na czas koncentracji z wykorzystaniem koncepcji infiltracji bazującej na teorii bilansu wodnego oraz określenie wpływu nachylenia terenu na ten czas. Przeprowadzono laboratoryjny eksperyment z użyciem symulatora opadu w celu zbadania czasu koncentracji związanego z procesem infiltracji w warunkach różnego nachylenia gruntu, gęstości gleby i zawartości wody w glebie w oparciu o koncepcję bilansu wodnego. Stałą intensywność opadu symulowano używając zraszaczy o wydajności 2 dm³∙min^–1. Analizę opadu, odpływu i infiltracji prowadzono w eksperymencie laboratoryjnym na glebach o różnej gęstości (d) i zawartości wody (w) w warunkach nachylenia gruntu (s) równego 2, 3 i 4%. Wyniki wskazują, że zależność między gęstością gleby i nachyleniem a czasem koncentracji wyraża się dodatnim równaniem kwadratowym, gdzie większej gęstości gleby odpowiada dłuższy czas koncentracji. Ponadto czas koncentracji wykazywał odwrotną zależność od zawartości wody w glebie i od nachylenia, co oznacza, że czas koncentracji maleje wraz ze zwiększeniem zawartości wody w glebie.

Słowa kluczowe

EN

infiltration; runoff; slope; time of concentration; water content

PL

czas koncentracji; infiltracja; nachylenie; spływ; zawartość wody

• Wydawca: Wydawnictwo ITP
• Czasopismo: Journal of Water and Land Development
• Rocznik: 2019
• Tom: no. 41
• Strony: 61--68
• Opis fizyczny: Bibliogr. 30 poz., fot., rys., tab.

Twórcy

autor

Harisuseno Donny

• University of Brawijaya, Faculty of Engineering, Water Resources Engineering Department, MT Haryono Street 164, 65145, Malang, Indonesia

autor

Khaeruddin Dian Noorvy

• University of Tribhuwana Tunggadewi, Faculty of Engineering, Civil Engineering Department, Tlogomas, Malang, Jawa Timur, Indonesia

autor

Haribowo Riyanto

• University of Brawijaya, Faculty of Engineering, Water Resources Engineering Department, Malang, Indonesia

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Uwagi

Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).