--> Quantitative Prediction of Sandbody Connectivity within Distributive Fluvial Systems Using Process-Based Numerical Modeling
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Quantitative Prediction of Sandbody Connectivity within Distributive Fluvial Systems Using Process-Based Previous HitNumericalNext Hit Modeling

Abstract

Fluvial deposits constitute a particularly challenging reservoir type due to their complex facies architecture. The primary control of reservoir performance is sandbody connectivity, which is a result of longitudinal, lateral, and temporal channel contacts. Advances in understanding the large-scale spatial distribution of fluvial facies from modern and ancient systems have led to the development of the Distributive Fluvial System (DFS) Previous HitmodelNext Hit. It provides a plan-view framework to predict the distribution of channel stacking patterns depending on location within the DFS (proximal, medial or distal). At present, the Previous HitmodelNext Hit is qualitative and excludes accommodation-driven controls predicted in the Leeder-Allen-Bridge (LAB) Previous HitmodelNext Hit. Quantifying the DFS Previous HitmodelNext Hit through outcrop analogues is difficult due to the limited number of case studies with exposure of the entire system. Flume tank experiments have full exposure and parameter control but introduce significant upscaling uncertainty. Process-based Previous HitnumericalNext Hit models allow full exposure and parameter control at a range of scales. The Luna DFS out of the Ebro Basin in northwestern Spain was chosen as input for a suite of models. The fluvial parameters were taken from the High Island Creek in Minnesota, USA, a contributary to the Minnesota River. A base Previous HitmodelNext Hit that reproduced the sedimentary architecture of the input system was computed for the Luna DFS. To determine the impact of changing accommodation, sediment supply, and climate on the base cases, a suite of models was created that covers a range of these input parameters. The ranges were derived from literature studies. The process-based Previous HitnumericalNext Hit software used are deterministic and thus create a single Previous HitmodelNext Hit for each input parameter set. To obtain a statistically sound sensitivity analysis, significant amounts of parameters sets were modelled. Sandbody connectivity analysis was undertaken to quantify the reservoir architecture of the different models. Preliminary results show a reduction in channel width and increase in channel number downstream. Using process-based Previous HitnumericalTop modelling to analyze the sensitivity of sandbody connectivity to governing parameters will result in a greatly improved understanding and predictability of reservoir connectivity in fluvial systems as a function of environmental and tectonic controls.