Tank configuration with enhanced denitrification

A process of wastewater treatment, the process comprising:

• flowing wastewater through a plurality of water troughs for treating the wastewater,
• wherein flowing comprises water moving from a first water trough to a second water trough for treatment, the second water trough after the first water trough, the first water trough receiving wastewater for treatment, the first water trough comprising biogrowth media, and
• flowing wastewater out of the second trough and to a discharge channel of the plurality of water troughs, the discharge channel having a wastewater inlet intake for receiving wastewater that has flowed from the first water trough and the second water trough, the wastewater inlet intake is configured to be stationary,
• wherein the first water trough comprises a wall having a plurality of passages positioned along a width of the wall and positioned along a height of the wall, the plurality of passages permitting water present in the first water trough to exit the first water trough via the plurality of passages in the wall, and
• wherein flowing further comprises organic wastewater gravity flowing from the first water trough to the second water trough and to the wastewater inlet intake.

A process of wastewater treatment, the process comprising:

• flowing wastewater through a plurality of water troughs for treating the wastewater,
• wherein flowing comprises water moving from a first water trough to a second water trough for treatment, the second water trough after the first water trough, the first water trough receiving wastewater for treatment, the first water trough comprising biogrowth media, and
• flowing wastewater out of the second trough and to a discharge channel of the plurality of water troughs, the discharge channel having a wastewater inlet intake for receiving wastewater that has flowed from the first water trough and the second water trough, the wastewater inlet intake is configured to be stationary,
• wherein the first water trough comprises a wall having a plurality of passages positioned along a width of the wall and positioned along a height of the wall, the plurality of passages permitting water present in the first water trough to exit the first water trough via the plurality of passages in the wall, and
• wherein each of the first and second troughs comprise a first media, the first media selected from the group consisting of:
• elemental sulfur, sulfur-coated wood chips, sulfur-coated bio rings and combinations thereof.

A process of wastewater treatment, the process comprising:

• flowing wastewater through a plurality of water troughs for treating the wastewater,
• wherein flowing comprises water moving from a first water trough to a second water trough for treatment, the second water trough after the first water trough, the first water trough receiving wastewater for treatment, the first water trough comprising biogrowth media, and
• flowing wastewater out of the second trough and to a discharge channel of the plurality of water troughs, the discharge channel having a wastewater inlet intake for receiving wastewater that has flowed from the first water trough and the second water trough, the wastewater inlet intake is configured to be stationary,
• wherein the first water trough comprises a wall having a plurality of passages positioned along a width of the wall and positioned along a height of the wall, the plurality of passages permitting water present in the first water trough to exit the first water trough via the plurality of passages in the wall, and further comprising operating a wastewater recycling system, the wastewater recycling system configured and positioned to recycle wastewater treated by one or more water troughs to above a wastewater surface of another water trough.

A process of wastewater treatment, the process comprising:

• flowing wastewater through a plurality of water troughs for treating the wastewater,
• wherein flowing comprises water moving from a first water trough to a second water trough for treatment, the second water trough after the first water trough,
• the first water trough receiving wastewater for treatment, the first water trough comprising biogrowth media, and
• flowing wastewater out of the second trough and to a discharge channel of the plurality of water troughs, the discharge channel having a wastewater inlet intake for receiving wastewater that has flowed from the first water trough and the second water trough, the wastewater inlet intake is configured to be stationary,
• wherein the first water trough comprises a wall having a plurality of passages positioned along a width of the wall and positioned along a height of the wall, the plurality of passages permitting water present in the first water trough to exit the first water trough via the plurality of passages in the wall, and
• wherein the second trough further comprises submerged aeration piping, the piping having aeration orifices and oriented across a bottom portion of the second trough;
• wherein the second trough also comprises a first media, the first media comprising sulfur-coated bio rings.

A process of wastewater treatment, the process comprising:

• flowing wastewater through a plurality of water troughs for treating the wastewater,
• wherein flowing comprises water moving from a first water trough to a second water trough for treatment, the second water trough after the first water trough,
• the first water trough receiving wastewater for treatment, the first water trough comprising biogrowth media, and
• flowing wastewater out of the second trough and to a discharge channel of the plurality of water troughs, the discharge channel having a wastewater inlet intake for receiving wastewater that has flowed from the first water trough and the second water trough, the wastewater inlet intake is configured to be stationary,
• wherein the first water trough comprises a wall having a plurality of passages positioned along a width of the wall and positioned along a height of the wall, the plurality of passages permitting water present in the first water trough to exit the first water trough via the plurality of passages in the wall, and wherein the biogrowth media of the first trough is completely submerged and selected from the group consisting of:
• elemental sulfur, sulfur-coated wood chips, sulfur-coated bio rings and combinations thereof.

A process of wastewater treatment, the process comprising:

• flowing wastewater through a plurality of water troughs for treating the wastewater,
• wherein flowing comprises water moving from a first water trough to a second water trough for treatment, the second water trough after the first water trough, the first water trough receiving wastewater for treatment, the first water trough comprising biogrowth media, and
• flowing wastewater out of the second trough and to a discharge channel of the plurality of water troughs, the discharge channel having a wastewater inlet intake for receiving wastewater that has flowed from the first water trough and the second water trough, the wastewater inlet intake is configured to be stationary,
• wherein the first water trough comprises a wall having a plurality of passages positioned along a width of the wall and positioned along a height of the wall, the plurality of passages permitting water present in the first water trough to exit the first water trough via the plurality of passages in the wall, and
• wherein each water trough is present in a same shared concrete structure and each water trough shares an ongoing operational wastewater surface level corresponding to the location of a portion of the discharge channel that penetrates through the shared concrete structure, the discharge channel comprising PVC piping.

A process of wastewater treatment, the process comprising:

• flowing wastewater through a plurality of water troughs for treating the wastewater,
• wherein flowing comprises water moving from a first water trough to a second water trough for treatment, the second water trough after the first water trough, the first water trough receiving wastewater for treatment, the first water trough comprising biogrowth media, and
• flowing wastewater out of the second trough and to a discharge channel of the plurality of water troughs, the discharge channel having a wastewater inlet intake for receiving wastewater that has flowed from the first water trough and the second water trough, the wastewater inlet intake is configured to be stationary,
• wherein the first water trough comprises a wall having a plurality of passages positioned along a width of the wall and positioned along a height of the wall, the plurality of passages permitting water present in the first water trough to exit the first water trough via the plurality of passages in the wall, and
• further comprising gravity flowing wastewater out of from the second trough to a third water trough, the third trough receiving overflowing wastewater from the second trough, the third trough comprising elemental sulfur, the elemental sulfur being submerged in wastewater present in the third trough.

A process of wastewater treatment comprising:

• providing a plurality of sequentially arranged water troughs, the first of the water troughs having a submerged aeration chamber (SAC) in which organic wastewater is degraded;
• providing an intermediate water trough of the plurality of sequentially arranged water troughs, the intermediate water trough comprising wood chips, the wood chips providing denitrification of organic wastewater present in the intermediate water trough;
• and
• providing a third water trough,
• wherein the intermediate water trough comprises an inlet wall with a height and a width and an outlet wall with a height and a width, each of the inlet wall and the outlet wall comprising a plurality of passages located up and down the height of each wall and located along the width of each wall, the passages of the plurality sized and positioned to allow water to flow into the intermediate trough and out of the intermediate trough,
• wherein at least an operating wastewater surface level of the third water trough corresponds to a position of a discharge channel, the discharge channel configured to receive wastewater from the third water trough, the discharge channel having a stationary intake inlet.

A process of wastewater treatment comprising:

• flowing wastewater into a series of sequential troughs;
• in a first trough, treating wastewater by converting ammonia in the wastewater to both nitrite-N and nitrate-N under aerobic conditions;
• and
• then, in a second trough, treating wastewater by converting nitrite-N and nitrate-N to nitrogen gas under anoxic conditions, wherein at least a wall of the second trough has a plurality of passages through the wall allowing water to pass into or out of the second trough, the wall having a bottom, a top, and a width, wherein passages from the plurality of passages are located at various heights between the top and bottom of the wall, and wherein passages from the plurality of passages are located at various positions along the width of the wall, and
• wherein in a last water trough of the sequential troughs, an operating wastewater surface level of the last water trough corresponds to a position of stationary discharge channel, the discharge channel configured to receive wastewater from the last water trough, the operating wastewater surface level corresponding to the position of the stationary discharge channel during operation, the stationary discharge channel comprising a stationary intake inlet.