Flat or sloped bottom doesn't have very much to do with collecting most debris. Most people do seem to think gravity is an important force in ponds but buoyancy is the real force. Water movement pushes debris to drains, not gravity. Even in a vortex filter, with a bottom more than 45 degrees debris will still settle on the sloped floor and stay there without water movement.
Obviously, the dissolved and suspended fines that are in the water are not going to settle to the bottom of my tank pond when there is a high volume of fairly fast water flow (at this point, I am referring to the actual tank pond where the fish are and not the sediment or settling filter). The problem that I see with my rectangular sided and flat bottomed tank pond is that it will require me to do some trial and error engineering with the positioning of the water jets in order to direct the heavy solids (those that will sink) towards the drain of my pond tank. With a typical pond construction using a liner, I can see that this might be quite less of a challenge, not because of gravity, but because of the geometry of the pond. The geometry of a more natural pond's bottom coupled with water flow, could more effectively direct the heavier solids to the drain outlet which could be used to purge the sediments out.
Like swirling water around in a funnel. If the slowest water velocity is where the funnel outlet is, that is where the majority of the solids will accumulate. If a person can engineer a pond (or something like my tank pond) to assist in this function, that would be beneficial.
If I can direct the heavier solids to the drain quickly enough so that they don't have too much time to break down naturally in my tank pond, then that would work to my favor for keeping my tank pond cleaner overall, but I do understand that it isn't going to be a 100% system and the really fine suspended stuff is going to have to be contended with other ways and treated as a separate issue, maybe even ignored.
The drain outlet of my tank pond will be open at all times, as opposed to being just a valve controlled purge outlet. That makes my tank pond design different. You recently posted a diagram where the purge valve was located near the lowest point in the pond, but the recirculation of the water was accomplished a bit above this level. Thus using the very bottom of the pond as the settling field for the larger, heavier solids. Such a design makes for a really great strategy for pond cleaning. Unfortunately, that is not something that I can personally do with the tank pond that I have. There are several issues that I must contend with due to the fact that I have what I have and need to make it work to the best of my ability.
I wanted to address that particular point as it does play a role in how I must design my circulation system within my tank pond. In certain respects, I cannot do what ponders can do, my existing components don't allow me to be quite as flexible in my design.
There's the same problem with suspended particles, most people seem to think they'll settle if this or that is done. Suspended particles are exactly like dust in air. Particles in water are heavier than dust but buoyancy cancels that weight. They are basically weightless. In perfectly still water, enclosed in darkness to reduce thermal currents, it can still take a long time for these particles to fall to the bottom.
I fully understand this, Waterbug. From my own personal experience and observations, I know this to be true. However, I am not too concerned about the very minute particles and expressly not those particles which are down in the micron size range. They are not going to interfere with my plans if they are not trapped and expelled. For my filtration system I mean to infer settling of larger particles, those which you can easily see and measure with the naked eye, not particles which are so minute that you cannot detect them unless there are in huge concentrations and cause the water to be cloudy. As I mentioned, those minute suspended particles will be treated in a different matter entirely and may be of very small significance to me overall.
Sieve filter screens do have to be kept in the dark to prevent algae growth. People using them talk about bio film growth being an issue. Seems to be related to the mesh size, smaller closes faster. So they do need to be cleaned every 20 to 40 day range it seems. So people have designed the screen on a rotating belt so when the screen clogs water is diverted causing the belt to rotate. Pretty complex. The simpler method is to place a lawn sprinkler head under the screen and have it go off for a minute or two every couple of days. That seems to reduce for cleaning.
I could quickly foresee problematic issues with cleaning and keeping such a sieve filter open and operational with the design that was depicted in the video that you provided the link to. I saw that right off when I first viewed that video maybe a month ago or so. I have got the idea rolling around in my head and trying to think of a way to improve upon it, but with such a fine mesh that's going to prove to be a difficult enterprise. Unless you like doing a lot of maintenance, I think that just an inline filter would be better. Something that you would have to clean or replace often, but more easy to access for cleaning or replacement. Either that or nothing at all.
To wrap my post up, I do feel that using the bottom, lowest point in the pond as part of (or the bulk of) the sediment settling function is the best idea for a typical pond with a liner. Using some strategically placed and directed water inlets and circulation ports, you could direct a lot of the sediments to that point in the pond and then expell them right out the drain there by opening the valve occasionally. The outflow of the water near that drain port would naturally take the accumulated sediments and debris right on out with it. Extremely simple and maintenance friendly in design and quite effective.
Then, all you need as a settling tank or prefilter prior to the bio-converter can be simplified greatly. Even just a pump prefilter and an inline sediment filter might be all that is required.
My personal objective for my own system is to create something that is nearly maintenance free. What maintenance is necessary, I desire to be highly simplistic and expedient. But, it does have to be effective. I am sure that Mmathis is desiring the same end results for the turtle habitat.
That is the basis for the subject of this thread and I am hoping that we have all provided a lot of valuable information and ideas for you, Mmathis.
Mmathis, nice avatar! Your boxer appears to be thinking... "You lookin' at me?"
Gordy