Ash management trench
An ash management trench system is provided for harvesting byproducts from sluice water, such as a discharge from a power plant. The system comprises a first section comprising at least one flow control structure. The at least one flow structure is typically configured to capture a predetermined byproduct. The system further comprises a second section comprising a stilling basin. The second section is coupled to the first section by a connection structure.
1. An ash management trench system for harvesting byproducts, the system comprising:
a first section comprising at least one flow control structure to capture a predetermined first byproduct; and
a second section comprising a stilling basin, the second section being coupled to the first section, wherein the stilling basin is structured for separation and settling of a predetermined second byproduct;
wherein the at least one flow control structure comprises at least one of a stop log system, having a plurality of apertures of a predetermined dimension so as to prevent the predetermined first byproducts with a dimension greater than the predetermined dimension from passing through the at least one flow control structure; and
a casting area, wherein the casting area is structured to store excavated predetermined first and second byproducts received from the first section or the second section.
2. The system of claim 1 further comprises a separator dam.
3. The system of claim 1 further comprises a geotextile layer.
4. The system of claim 1 , wherein the first section is constructed out of a solid construction material, wherein the solid construction material is lined with at least one of a roughly-textured surface configured to capture byproducts and/or at least one smoothly-textured surface configured to allow uninhibited flow of sluice waters.
5. The system of claim 1 further comprises at least one of a drain, a pipe, or a pump, wherein the at least one stop log system comprises a plurality of stop logs in a stacked arrangement.
6. The system of claim 1 further comprises a flexible high density polyethylene membrane liner, wherein the flexible high density polyethylene membrane liner is installed along limits of at least one of the first section and the second section.
7. The system of claim 1 , wherein the first section defines at least one of a length, a width, a surface area, a depth, or a volume, and wherein the predetermined first byproduct is the same as the predetermined second byproduct.
8. The system of claim 1 is constructed with concrete.
9. The system of claim 1 is at least one of sloped, elevated, tiered, or inclined.
10. The system of claim 1 , wherein the first section comprises a receiving channel.
11. The system of claim 1 , wherein the first section comprises a headwall.
12. The system of claim 11 , wherein the headwall comprises an opening for receiving sluice water.
13. The system of claim 1 , wherein the first section comprises the addition of at least one flocculant discharger configured to release a flocculant into the first section.
14. The system of claim 13 , wherein the flocculant comprises anionic polyacrylamide.
15. The system of claim 1 , wherein the predetermined first byproduct defines a predetermined particle type and/or a predetermined particle density, and wherein the at least one flow control structure is configured to capture the predetermined first byproduct based on the predetermined particle type and/or the predetermined particle density.
16. The system of claim 1 , wherein the stilling basin defines at least one zone, the at least one zone comprising at least one designated area for ash settlement.
17. The system of claim 1 comprises the first section and the second section are coupled in series.
18. An ash management trench system for harvesting byproducts, the system comprising:
a first section comprising at least one flow control structure to capture a predetermined first byproduct, the at least one flow control structure comprising the addition of at least one flocculant;
a second section comprising a stilling basin, the second section being coupled to the first section in series, wherein the stilling basin is structured for separation and settling of a predetermined second byproduct;
a casting area, the casting area comprising a collection drain;
a protective geotextile layer adjacently coupled to the first section and the second section; and
wherein the at least one flow control structure comprises at least one stop log system, having a plurality of apertures of a predetermined dimension so as to prevent byproducts with a dimension greater than the predetermined dimension from passing through the at least one flow control structure.
19. An ash management trench method for harvesting byproducts, the method comprising:
providing a first section comprising at least one flow control structure to capture a predetermined first byproduct, wherein the at least one flow control structure comprises at least one stop log system, having a plurality of apertures of a predetermined dimension so as to prevent byproducts with a dimension greater than the predetermined dimension from passing through the at least one flow control structure;
providing a second section comprising a stilling basin, the second section being coupled to the first section in series, wherein the stilling basin is structured for separation and settling of a predetermined second byproduct;
receiving sluice water via a headwall in the first section, the sluice water comprising byproducts;
transporting the sluice water through the first section and into the second section via the at least one flow control structure, the second section enabling the settlement of the predetermined second byproduct; and
transporting the settled second byproduct to a casting area.
20. The system of claim 1 , wherein the predetermined first byproduct and the predetermined second byproduct are different.