SELF ORGANISED CONDUIT NETWORK IN SANDSTONE QUARRY: CHARACTERIZATION AND EVOLUTION
Flow velocity in conduits and sandstone matrix was studied by tracer tests, direct measurements and infiltration tests. Erodability, sandstone strength and cement were studied by water jet tests (WJT), drilling resistance and microprobe. Conduits were mapped and studied including sediment transport and evolution history. Several erosion processes were modelled in the quarry under controlled conditions.
Flow velocity in conduits is mostly 0.4 m/s, while in sandstone pore space it is below 0.0003 m/s. Stream gradient in conduits wary between 1-5%, which is 2-10 more than hydraulic gradient in wider surroundings of the quarry. In direct surroundings of conduits the hydraulic gradient in pore space may exceed 20%. In evolving conduits there is 8-16 g/L of transported sand (1 wt. %).
Conduits are evolving by side erosion of fast flowing water in fracture network. Erosion causes the undercutting of sandstone blocks limited by subvertical fractures in overburden, which provoke collapses and enlargement of the spaces dominantly upward. WJT demonstrated that vertical fracture surfaces are less erodable than inner parts of sandstone blocks. Therefore the fractures are mostly forming the conduit walls and traces of erosion are scarce. WJT was found a fast tool to quantify the relative susceptibility to erosion by flowing water and to delimit the sandstone zones, which are prone to erosion from more resistant ones.
Study was supported by grant projects: GAUK380511, IAA300130806, MSM00216220855, AV0Z30460519.