FIELD RECONNAISSANCE ON BANK EROSION CONDITIONS OF THE ILLINOIS WATERWAY David Soong, Nani G. Bhowmik, and Maitreyee Bera Illinois State Water Survey, IDNR 2204 Griffith Drive Champaign, IL 61820 Erosion of river banks causes damages in riparian land and loss of properties directly. The eroded soils (sediment) could initiate extensive degradation in water quality and aquatic habitats to downstream areas. Understanding the extent and causes of bank erosion on the Upper Mississippi River (UMR) and the Illinois Waterway (ILWW) is essential in resource management practices. A field reconnaissance trip was conducted in the Fall of 1995 to investigate the bank conditions along the UMRS (Upper Mississippi River System, which includes both UMR and ILWW). The research team, organized by U.S. Army Corps of Engineers (USACOE)-Rock Island District, included scientists and engineers from the Illinois State Water Survey, USACOE, Rock Island and Huntington Districts, and the University of Iowa - Iowa Institute of Hydraulic Research. A geomorphologist from the Anderson Environmental Services also participated in the trip on the UMR. Field reconnaissance trips were conducted from RM 854 to RM 0 on the UMR, and from RM 286 to RM 0 on the ILWW. The research team assessed bank conditions on both sides of the main rivers and marked their observations on the navigation charts. While on the river, the team also selected 72 erosion sites (29 sites on the ILWW and 43 sites on the UMR) for detailed study. Information taken at these selected erosion sites included bank profiles, land and bank covers, soil and sediment samples, and limited cross sectional geometry at each site. The team also formed opinions of the causative mechanisms while on site. Bank conditions on the ILWW will be the emphasis of this paper. Bank erosion involves complex processes which are induced by various mechanisms. It was not possible to determine the relationship between erosion and a given cause within the scope of the present project. However, potential causes of erosion at each site could be concluded from site observations and bank profiles. Bank erosion on the ILWW was mostly attributed to rework and transport, and seepage processes. Bank materials on the ILWW are generally in silt and clay categories. Infiltrated water from precipitation or high waters could be retained in the bank for a prolonged period. Pore water that was kept in the bank or bench area could weaken the soil's structure and resistance to erosion. If the bank is stratified consisting of layers of non-cohesive and cohesive material, berms and terrace or overhanging and cantilevered could result. Out of the measured banks (80 bank profiles from 29 sites), 47.5% had shown moist lower bank or bench, and 26.25% had piping holes on the bank or bench. Waves and currents could impact loosened materials or scour the base and induce collapses. The collapsed materials are then reworked and transported away; hence new erosion starts. Although floods could be the most important cause of erosion on natural rivers, its effects cannot be isolated from stage fluctuations if the elevation of the failed bank is within the normal range of pool fluctuations. For the ILWW, only 27.5% of the measured banks showed that the erosion was occurred during high floods, while 65% of the banks were attributed to rework and transport by waves and currents within the normal range of pool fluctuations. A measurement of marked erosion reaches from the navigation chart indicates that 117 miles on the ILWW (approximately 20% of total bank) are considered having severe erosion. Further investigations are necessary to identify the contributing mechanisms for bank erosion and to estimate the rate of erosions on the ILWW. Key words: Bank Erosion, Failure Mechanisms, Illinois Waterway, Navigation Chart. David Soong Illinois State Water Survey, IDNR 2204 Griffith Drive Champaign, IL 61820 ph: 217 333 1495 fax: 217 333 6540 email: dawei@sun.sws.uiuc.edu For Platform Presentation