Hae:

Oulun yliopiston väitöskirjat

HYDROLOGICAL AND HYDRAULIC DESIGN OF PEATLAND DRAINAGE AND WATER TREATMENT SYSTEMS FOR OPTIMAL CONTROL OF DIFFUSE POLLUTION, ACTA UNIVERSITATIS OULUENSIS C Technica 598

ISBN-13:	978-952-62-1450-4
Kieli:	englanti
Kustantaja:	Oulun yliopisto
Oppiaine:	Tekniikka
Painos:	Osajulkaisuväitöskirjan yhteenveto-osa
Painosvuosi:	2017
Sijainti:	Print Tietotalo
Sivumäärä:	98
Tekijät:	MOHAMMADIGHAVAM SHAHRAM

19.50 €

Peatland drainage for forestry, agriculture and peat extraction results in runoff rich in organic matter, sediments and nutrients. This has a significant effect on downstream ecosystems. Therefore, water purification using sedimentation basins and wetlands is required in environmental permits for peat extraction in Finland, to reduce downstream impacts. Due to increasingly strict environmental regulations, more advanced water purification methods need to be developed. Using field measurements, laboratory experiments and hydrological/hydraulic modelling, this thesis sought to develop new methods based on: i) more refined hydrological information related to runoff and pollutant load control and ii) hydraulic design of sedimentation basins used in chemical purification. The hydrology of three peatland forestry and two drained peat extraction areas in northern Finland was studied and simulated using the DRAINMOD 6.1 hydrological model. Watertable depth (WTD) and drainage outflow were recorded continuously during several years and the data were used for model calibration and validation. Despite some under- and over-estimation of certain events, WTD fluctuations were simulated quite accurately for all peatland areas. The results demonstrated that DRAINMOD 6.1 can satisfactorily simulate WTD fluctuations in a cold climate such as northern Finland, but the model did not simulate drainage outflow adequately. Chemical treatment facilities were optimised using 3D computational fluid dynamic (CFD) models. COMSOL Multiphysics 5.1 was employed to evaluate the influence of inlet design on treatment efficiency in commonly used treatment basins without any barrier, and for optimization of barrier design through gravity-driven hydraulic flocculators. The results showed that inlet design had a significant effect on treatment efficiency. Several barrier designs were simulated and the best combination was tested for different distances between barriers, to find a geometry ratio and flow depth producing optimal mixing conditions for the treatment process.

Takaisin