CRS congratulations on your research and education to date. I do ask that you continue with your education by taking a few stream assessment, restoration design, and construction classes. There are many methods being taught, only one of which is Rosgen.
I respectfully submit to you the following:
• Restoration and Natural Channel Design are terms used to describe an alternate to hard engineering such as gabions, concrete, pipes, trapezoidal channels, etc. The new methods allow us to stabilize streams in a manner that lets them live. They are just terms. Restoration is not meant in a literal sense.
• A braided channel is the most UNSTABLE stream type. A true braided channel that is. They are very dynamic and active moving back and forth across the valley in a very short time frame. Building a “D” type stream would not be appropriate in most situations in the current flow regime, climate, and land use practices.
• Braided channels most frequently occur in unstable systems with high bedload. Bedload fills the side channels and then the system creates new ones. One storm event can cause this.
• Pre-settlement we most likely had floodplain wetlands with drainage rivulets. Bedload was significantly less than what it is today. These would be located at or above bankfull. Bankfull events happened a lot less frequently. Width-depth ratio was less as well.
• We’ve known about “legacy sediments” for years. The only thing new is the term you are using.
• The first things we establish in a restoration project are the goals and objectives. These are not necessarily established by the stream restoration professional. Other stakeholders have a say.
• The second things we determine are the site constraints. Site constraints are those features of a project site that we have to avoid, use to our advantage, or otherwise be aware of. Examples would be utilities, roads, good vegetative cover (old growth forests), and, dare I say it, SOILS.
• In the northern counties of PA we encounter glacial till soils which are much more erosive than your “legacy sediments”. We’ve been identifying soil limitation in restoration projects for years and designing projects to address those concerns. Please don’t assume that current practices don’t take this into consideration.
• Goals and Objectives and site constraints are the first things taught in stream restoration training (commonly referred to as “fluvial geomorphology and natural channel design” ) whether it be WVU, Villanova, WVDOT, Rosgen, Hey, CVI, Rutgers U., or any other specialized training and education.
• Current funding is tight enough without the excavation requirements necessary to build what you are referring to (assuming you’re able to prove your research on the ground). It is much more cost effective to be aware of the soils present on site and their characteristics and thus designing with that constraint in mind than it is to excavate an entire floodplain. It’s harder than you think to get rid of excess sediment. Several local cases where it became a problem.
• Your assertions and assumptions have not recognized these facts but they do threaten current funding initiatives within PA by merely calling into question without having all the facts. DEP is always hungry for something new particularly if it’s academic in nature.
Don’t get me wrong, we appreciate your research and efforts, but you must recognize that those of us in the profession have been dealing with these sediments for years. I do disagree, based on my own research, training, and education, that a true “D” type braided channel was not the stable form pre-European settlement. I don’t disagree that wetlands were a lot more prevalent and the valley bottoms had a mixture of flood-plain wetlands throughout, but they did not contain true braided channels. If this were true, we would see more evidence of this on the surface. Not burried beneath 6 feet of "legacy sediments". We should be able to walk upstream into the valley beyond the influence of the mill dam(s) and see braided channels. We have stable streams in PA believe it or not that can be used as a reference. Maybe not in Lancaster County, but they exist.
But I digress, as was pointed out, the current situation cannot be solved by what existed 300+ years ago pre-settlement. That situation cannot be replicated with today’s land use practices. I think calling what we are doing, without having similar training and experience, piping, is inflammatory at best. You need to have all the facts before presenting a well rounded argument. You only have half of what you need to fully understand what it is we are trying to achieve. If our projects were failing on a regular basis, the upper hand would be yours. Show me gross failure under our current situation, goals and objectives, and given site constraints, and I’ll be a believer. Prove me wrong on the ground. Until then, like always, I’ll continue to add “legacy sediments” and other erosive soils into my bag of site constraints.
Good luck with your continued education and training.