Rural Library Funding, 2008

Rural library funding by county (.pdf) including per capita and by valuation, for FY08.

Rural Library Funding, 2009

Rural library funding by county (.pdf) including per capita and by valuation, for FY08.

Hydrologic Simulations of the Maquoketa River Watershed Using SWAT Working Paper 09-WP 49,June 2009

This paper describes the application of the Soil and Water Assessment Tool (SWAT) model to the Maquoketa River watershed, located in northeast Iowa. The inputs to the model were obtained from the Environmental Protection Agency’s geographic information/database system called Better Assessment Science Integrating Point and Nonpoint Sources (BASINS). Climatic data from six weather stations located in and around the watershed, and measured streamflow data from a U.S. Geological Survey gage station at the watershed outlet were used in the sensitivity analysis of SWAT model parameters as well as its calibration and validation for watershed hydrology and streamflow. A sensitivity analysis was performed using an influence coefficient method to evaluate surface runoff and base flow variations in response to changes in model input hydrologic parameters. The curve number, evaporation compensation factor, and soil available water capacity were found to be the most sensitive parameters among eight selected parameters when applying SWAT to the Maquoketa River watershed. Model calibration, facilitated by the sensitivity analysis, was performed for the period 1988 through 1993, and validation was performed for 1982 through 1987. The model performance was evaluated by well-established statistical methods and was found to explain at least 86% and 69% of the variability in the measured stream flow data for the calibration and validation periods, respectively. This initial hydrologic modeling analysis will facilitate future applications of SWAT to the Maquoketa River watershed for various watershed analysis, including water quality.

The Hercynian ore deposits from the Catalonian Coastal Ranges

Many mineralizations, showings and geochemical anomalies have been found in the Hercynian of the Catalonian Coastal Ranges during the last ten years. Many of them are enclosed in the Paleozoic sediments and volcanics and display pre-metamorphic syngenetic characteristics. The lower carboniferous manganese and base meta1 deposits appear to be formed from hydrothermal fluids springing up in the sea floor through active fractures controlling the filling of the basins in a extensional geotectonic setting. Although less evidence and more controversy is available, similar ore forming processes could have taken place in older Paleozoic times. The deformation and metamorphism have not played an important remobilization role, and most epigenetic deposits of Hercynian age are related to the hydrothermal cells induced by the post-metamorphic granitic intrusives.

Rice husk ash as corrective of soil acidity

Rice husk ash (RHA) is a by-product from the burning of rice husk that can have favorable effects on the soil in terms of acidity correction. The objectives of this study were to determine the effective calcium carbonate equivalent (ECC) of RHA under field conditions, and establish technical criteria as a basis for estimating the overall ECC of RHA. The 12 treatments of the experiment consisted of 10 RHA dosages (0, 10, 20, 30, 40, 60, 80, 100, 120, and 140 Mg ha-1) and two references, one of which was an absolute control (AC) and the other a plot limed and fertilized according to official recommendations (recommended fertilization - RF). The soil was sampled twice (15 and 210 days after incorporating RHA), in the layers 0.00-0.10 and 0.10-0.20 m, to determine the pH(H2O) and base saturation (V%). The ECC and neutralizing value (NV) of RHA were also determined. The results showed that RHA neutralizes soil acidity, in a faster reaction than conventional limestone, despite a low ECC (around 3 %).

Iowa Canoe Guide, 2000

Contains maps, guides and descriptions of various Iowa canoeing rivers.

Pieces of Iowa’s Past, March 27, 2013

Pieces of Iowa’s Past, published by the Iowa State Capitol Tour Guides weekly during the legislative session, features historical facts about Iowa, the Capitol, and the early workings of state government. All historical publications are reproduced here with the actual spelling, punctuation, and grammar retained. THIS WEEK: History of Iowa from the Earliest Times to the Beginning of the Twentieth Century BACKGROUND: BENJAMIN F. GUE BENJAMIN F. GUE was born in Greene County, New York, on December 25, 1828. His education was acquired in the public schools, with two terms in academies of Canandaigua and West Bloomfield. He taught school in the winter of 1851 and early in March 1852, came to Iowa, and bought a claim on Rock Creek in Scott County. He was an abolitionist and took a deep interest in the antislavery movements of that period.

Pavement Instrumentation, HR-293, 1988

The report documents the development and installation of an instrumented pavement on I-80 in Iowa for the purposes of demonstration and answering current pavement questions. Its two primary objectives include documentation of the installation and verification of existing design procedures through monitoring of the continuous traffic stream reactions in the pavement. Some 120 instruments were installed in a forty foot segment of reconstructed pavement. The instruments included concrete strain gages, weldable strain gages on dowels, LVDT-deflection gages and temperature sensors in the concrete and base material. Five tubes were placed under three joints and two midslabs to measure the relative moisture and density at the interface between the pavement and base with atomic equipment. The instruments were placed ahead of the paving and over 92% of the instruments responded after paving. Planning requirements, problems encountered and costs of installation are presented. The site will use piezoelectric cables in a weigh-in-motion arrangement to trigger the data collection, a microcomputer controlled data acquisition system to analyze multiple sensors simultaneously, and telemetry to monitor the site remotely. Details provide the first time user of instrumentation with valuable information on the planning, problems, costs and coordination required to establish and operate such a site.

Factors affecting attack rate of whitefly on the eggplant

The objective of this study was to determine the effects of weather, predators and parasitoids, canopy height and plant age, leaf chemical composition, levels of leaf N and K and leaf trichomes on the intensity of Bemisia tabaci attack on Solanum melongena. A higher density of nymph and whitefly adults was recorded at the base and medium of the plant compared to the apex. A higher number of eggs was observed on the medium part than on the apical and base part of the plants dossel. An increase in the density of whitefly is associated with an increase in temperature.

Local Agency Pavement Marking Plan, TR-551, 2010

The proposed Federal Highway Administration (FHWA) amendments to the Manual of Uniform Traffic Control Devices (MUTCD) will change the way local agencies manage their pavement markings and places a focus on pavement marking quality and management methods. This research effort demonstrates how a pavement marking maintenance method could be developed and used at the local agency level. The report addresses the common problems faced by agencies in achieving good pavement marking quality and provides recommendations specific towards these problems in terms of assessing pavement marking needs, selecting pavement marking materials, contracting out pavement marking services, measuring and monitoring performance, and in developing management tools to visualize pavement marking needs in a GIS format. The research includes five case studies, three counties and two cities, where retroreflectivity was measured over a spring and fall season and then mapped to evaluate pavement marking performance and needs. The research also includes over 35 field demonstrations (installation and monitoring) of both longitudinal and transverse durable markings in a variety of local agency settings all within an intense snow plow state.

Biofuel Co-Product Uses for Pavement Geo-Materials Stabilization, TR-582, 2010

The production and use of biofuels has increased in the present context of sustainable development. Biofuel production from plant biomass produces not only biofuel or ethanol but also co-products containing lignin, modified lignin, and lignin derivatives. This research investigated the utilization of lignin-containing biofuel co-products (BCPs) in pavement soil stabilization as a new application area. Laboratory tests were conducted to evaluate the performance and the moisture susceptibility of two types of BCP-treated soil samples compared to the performance of untreated and traditional stabilizer-treated (fly ash) soil samples. The two types of BCPs investigated were (1) a liquid type with higher lignin content (co-product A) and (b) a powder type with lower lignin content (co-product B). Various additive combinations (co-product A and fly ash, co-products A and B, etc.) were also evaluated as alternatives to stand-alone co-products. Test results indicate that BCPs are effective in stabilizing the Iowa Class 10 soil classified as CL or A-6(8) and have excellent resistance to moisture degradation. Strengths and moisture resistance in comparison to traditional additives (fly ash) could be obtained through the use of combined additives (co-product A + fly ash; co-product A + co-product B). Utilizing BCPs as a soil stabilizer appears to be one of the many viable answers to the profitability of the bio-based products and the bioenergy business. Future research is needed to evaluate the freeze-thaw durability and for resilient modulus characterization of BCP-modified layers for a variety of pavement subgrade and base soil types. In addition, the long-term performance of these BCPs should be evaluated under actual field conditions and traffic loadings. Innovative uses of BCP in pavement-related applications could not only provide additional revenue streams to improve the economics of biorefineries, but could also serve to establish green road infrastructures.

1109-003 Coe Creek Watershed Final Report

The city of Elliott has had an increase in nitrate levels in their community water supply located in the Coe Creek Watershed. They have been working with the IDNR Source Water Protection (SWP) Programs to conduct site investigations and have formed a SWP Planning Team. This Team has been reviewing the investigation findings, formed an action plan and studied different Best Management Practices (BMPs). After considering the BMPs the SWP Team made a recommendation to the Elliott City Council which included native grass seeding and a shallow water wetland. The Team also held an informational meeting for the citizens of Elliott. The goal of this meeting was to inform and educate the public of the Team findings and BMPs. The Elliott City Council approved the restoration of a shallow wetland with a native grass buffer. This whole project is 27 acres and includes a shallow water wetland with native grass buffer. This would be a long term method to reduce nitrates in the city wells. Elliott is partnering with the Natural Resources Conservation Service, Montgomery County Soil and Water Conservation District, Pheasants Forever, the Montgomery County Conservation Board, US Fish and Wildlife Service and the Montgomery County Board of Supervisors in the restoration of the shallow water wetland and native grass buffer.

2015 Calendar Year Annual Report of the Watershed Improvement Review Board

The Watershed Improvement Fund and the Iowa Watershed Improvement Review Board (WIRB) were created in 2005. This statute is now codified in Iowa Code Chapter 466A. The fifteen-member Board conducted seven meetings throughout the year in-person or via teleconference. Meetings were held January 23, February 27, April 17, June 18, July 24, September 25 and December 17. Attachment 1 lists the board members and their organization affiliation. The Board completed one Request For Applications (RFA) for the Watershed Improvement Fund. The RFA was announced November 6, 2014 and closed December 29, 2014. December 29, 2014 Closing Date Request For Applications: The Board received 16 applications in response to this RFA. These applications requested $2.8 million in Watershed Improvement Funds and leveraged an additional $9.1 million for a total of $11.9 million of watershed project activity proposed. After reviewing and ranking the applications individually from this RFA, the Board met and selected eight applications for funding. The eight applications were approved for $1,249,861 of Watershed Improvement Funds. Data on the eight selected projects in this RFA include the following: • These projects included portions of 12 counties. • The $1.2 million requested of Watershed Improvement Funds leveraged an additional $4.2 million for a total of $5.4 million in watershed improvements. • Approved projects ranged in funding from $41,980 to $250,000. Attachment 2 lists the approved projects’ name, applicant name, project length, county or counties where located, and funding amount for the RFA. Attachment 3 is a map showing the status of all projects funded since inception of the program. At the end of 2015 there are 111 completed projects and 39 active projects. In cooperation with the Treasurer of State, the WIRB submitted the 2015 year-end report for the Rebuild Iowa Infrastructure Fund to the Legislative Services Agency and the Department of Management. Attachment 4 contains the 2015 annual progress reports submitted from active projects or projects finished in 2015.

Filmipäällystimen nippitapahtuman vaikutus päällystyskoneen ajettavuuteen

Työn tavoitteena oli syventyä filmipäällystimen nippitapahtumaan ja siellä tapahtuviin ilmiöihin. Tämän lisäksi selvitettiin esipäällystysparametrien ja pohjapaperin merkitys filmipäällystimen ajettavuudelle. Erityisesti pyrittiin selvittämään päällystemäärän ja applikointitelojen momenttieron vaikutus ajettavuuteen sekä kiihdytysvaiheessa ilmenevien ajettavuusongelmien syntymekanismit. Työn kokeellinen osa jakaantui kahteen osaan. Ensimmäisessä osassa pyritään löytämään lisäymmärrystä nippitapahtuman ilmiöille joita sitten hyödynnetään toisen osan koeajoissa. Staattisilla kuormituskokeilla tutkittiin telapinnan kokoonpuristumista ja suurnopeus-kamerakuvauksilla nipin geometriaa päällystyskoneen ajon aikana. Applikointitelojen momenttierokoeajoilla pyrittiin selvittämään paperiradan mahdollista luistoa nipissä. MCA-kosteuspitoisuusanalysaattorilla mitattiin nippitapahtuman muutosten vaikutusta filmipäällystimen paluufilmin ominaisuuksiin. Muuttelemalla päällystemäärää ja – jakaumaa sekä applikointitelojen momenttieroa selvitettiin esipäällystysparametrien vaikutus filmipäällystimen ajettavuuteen. Muokkaamalla pohjapaperin absorptiokykyä sekä pastan vedenpidätyskykyä tutkittiin nestepenetraation vaikutusta ajettavuuteen. Telapinnan kokoonpuristuman havaittiin olevan pieni eikä ajon aikana nipin geometriassa havaittu muutoksia. Paperiradan todettiin luistavan nipissä, mutta luistoilmiö oli huomattavasti pienempi mitä nopeuserolukemista voidaan päätellä. Kiihdytysvaiheessa havaittiin selviä muutoksia paluufilmissä, mutta ajon aikana paluufilmi pysyi lähes vakiona. Päällystemäärän todettiin olevan suurin yksittäinen tekijä filmipäällystimen ajettavuudessa ja siihen tulee kiinnittää erityistä huomiota filmipäällystimen kiihdytysvaiheessa. Aukirullauksen levitystelan vaihdon myötä todettiin pohjapaperiin kohdistuvilla kuormituksilla olevan myös suuri merkitys filmipäällystimen ajettavuudelle.