Missouri River Flood Recovery, November 18, 2012 Vol. 1, no. 2

The Missouri River Flood Recovery newsletter is published by the Iowa Homeland Security and Emergency Management Division in cooperation with members of the Missouri River Recovery Coordination Task Force.

Missouri River Flood Recovery, December 23, 2012 Vol. 1, no. 4

The Missouri River Flood Recovery newsletter is published by the Iowa Homeland Security and Emergency Management Division in cooperation with members of the Missouri River Recovery Coordination Task Force.

Missouri River Flood Coordination Task Force Report, September 25, 2011

The Missouri River floods of 2011 will go down in history as the longest duration flooding event this state has seen to date. The combination of above normal snowfall in the upper Missouri River basin followed by the equivalent of nearly one year’s worth of rainfall in May created an above normal runoff situation which filled the Missouri River and the six main reservoirs within the basin. Compounding this problem was colder than normal temperatures which kept much of the snowpack in the upper basin on the ground longer into the spring, setting the stage for this historic event. The U.S. Army Corps of Engineers (USACE) began increasing the outflow at Gavin’s Point, near Yankton, South Dakota in May. On June 14, 2011, the outflow reached a record rate of over 160,000 cubic feet per second (cfs), over twice the previous record outflow set in 1997. This increased output from Gavin’s Point caused the Missouri River to flow out of its banks covering over 283,000 acres of land in Iowa, forcing hundreds of evacuations, damaging 255,000 acres of cropland and significantly impacting the levee system on the Missouri River basin. Over the course of the summer, approximately 64 miles of primary roads closed due to Missouri River flooding, including 54 miles of Interstate Highway. Many county secondary roads were closed by high water or overburdened due to the numerous detours and road closures in this area. As the Missouri River levels began to increase, municipalities and counties aided by State and Federal agencies began preparing for a sustained flood event. Citizens, businesses, state agencies, local governments and non‐profits made substantial preparations, in some cases expending millions of dollars on emergency protective measures to protect their facilities from the impending flood. Levee monitors detected weak spots in the levee system in all affected counties, with several levees being identified as at risk levees that could potentially fail. Of particular concern was the 28 miles of levees protecting Council Bluffs. Based on this concern, Council Bluffs prepared an evacuation plan for the approximately 30,000 residents that resided in the protected area. On May 25, 2011, Governor Branstad directed the execution of the Iowa Emergency Response Plan in accordance with Section 401 of the Stafford Act. On May 31, 2011, HSEMD Administrator, Brigadier General J. Derek Hill, formally requested the USACE to provide technical assistance and advanced measures for the communities along the Missouri River basin. On June 2, 2011 Governor Branstad issued a State of Iowa Proclamation of Disaster Emergency for Fremont, Harrison, Mills, Monona, Pottawattamie, and Woodbury counties. The length of this flood event created a unique set of challenges for Federal, State and local entities. In many cases, these organizations were conducting response and recovery operations simultaneously. Due to the length of this entire event, the State Emergency Operations Center and the local Emergency Operations Centers remained open for an extended period of time, putting additional strain on many organizations and resources. In response to this disaster, Governor Branstad created the Missouri River Recovery Coordination Task Force to oversee the State’s recovery efforts. The Governor announced the creation of this Task Force on October 17, 2011 and appointed Brigadier General J. Derek Hill, HSEMD Administrator as the chairman. This Task Force would be a temporary group of State agency representatives and interested stakeholders brought together to support the recovery efforts of the Iowa communities impacted by the Missouri River Flood. Collectively, this group would analyze and share damage assessment data, coordinate assistance across various stakeholders, monitor progress, capture best practices and identify lessons learned.

Effects of urban development on the flood-flow characteristics of the Walnut Creek Basin, Des Moines Metropolitan area, Iowa,1978.

This report deals with the probable impact of urban development on the magnitude and frequency of flooding in the lower reach of the Walnut Creek Basin.

Report of the Interim Flood Control Committee : to Governor Robert D. Blue for submission to the fifty-third General Assembly,1948

This report includes discussions of the general subject of water resources and flood control, including the presentation of facts and arguments which were considered in the drafting of this report. It also discusses various bills presented and a brief explanation of each bill.

Los sedimentos de la plataforma continental balear

El análisis sedimentológico de distintos sectores de la plataforma continental balear (Bahia de Campos, Sur de Menorca y Canal de Menorca) ha puesto de manifiesto la existencia de siete grupos de facies: A) algales, B) de bivalvos, C) de gasterpodos, D) bioclsticas, E) mixtas, F) de fragmentos liticos y G) cementadas (costras algales y calcarenitas). La distribución de estas facies sedimentarias guarda una estrecha relación con la profundidad, excepto en el Sur de Menorca, y con las comunidades bentónicas que se desarrollan en la plataforma continental. Las facies que recubren actualmente la plataforma balear se depositaron durante la fase del ascenso del nivel del mar de la transgresión Versiliense.

Deep crustal electromagnetic structure of Bhuj earthquake region (India) and its implications

The existence of fluids and partial melt in the lower crust of the seismically active Kutch rift basin (on the western continental margin of India) owing to underplating has been proposed in previous geological and geophysical studies. This hypothesis is examined using magnetotelluric (MT) data acquired at 23 stations along two profiles across Kutch Mainland Uplift and Wagad Uplift. A detailed upper crustal structure is also presented using twodimensional inversion of MT data in the Bhuj earthquake (2001) area. The prominent boundaries of reflection in the upper crust at 5, 10 and 20 km obtained in previous seismic reflection profiles correlate with conductive structures in our models. The MT study reveals 1-2 km thick Mesozoic sediments under the Deccan trap cover. The Deccan trap thickness in this region varies from a few meters to 1.5 km. The basement is shallow on the northern side compared to the south and is in good agreement with geological models as well as drilling information. The models for these profiles indicate that the thickness of sediments would further increase southwards into the Gulf of Kutch. Significant findings of the present study indicate 1) the hypocentre region of the earthquake is devoid of fluids, 2) absence of melt (that is emplaced during rifting as suggested from the passive seismological studies) in the lower crust and 3) a low resistive zone in the depth range of 5-20 km. The present MT study rules out fluidsand melt (magma) as the causative factors that triggered the Bhuj earthquake. The estimated porosity value of 0.02% will explain 100-500 ohm·m resistivity values observed in the lower crust. Based on the seismic velocities and geochemical studies, presence of garnet is inferred. The lower crust consists of basalts - probably generated by partial melting of metasomatised garnet peridotite at deeper depths in the lithosphere - and their composition might be modified by reaction with the spinel peridotites.

The relationship between Lamb weather types and long-term changes in flood frequency, River Eden, UK

Research has found that both flood magnitude and frequency in the UK may have increased over the last five decades. However, evaluating whether or not this is a systematic trend is difficult because of the lack of longer records. Here we compile and consider an extreme flood record that extends back to 1770. Since 1770, there have been 137 recorded extreme floods. However, over this period, there is not a unidirectional trend of rising extreme flood risk over time. Instead, there are clear flood-rich and flood-poor periods. Three main flood-rich periods were identified: 18731904, 19231933, and 1994 onwards. To provide a first analysis of what is driving these periods, and given the paucity of more sophisticated datasets that extend back to the 18th century, objective Lamb weather types were used. Of the 27 objective Lamb weather types, only 11 could be associated with the extreme floods during the gauged period, and only 5 of these accounted for > 80% of recorded extreme floods The importance of these five weather types over a longer timescale for flood risk in Carlisle was assessed, through calculating the proportion of each hydrological year classified as being associated with these flood-generating weather types. Two periods clearly had more than the average proportions of the year classified as one of the flood causing weather types; 19001940 and 19832007; and these two periods both contained flood-rich hydrological records. Thus, the analysis suggests that systematic organisation of the North Atlantic climate system may be manifest as periods of elevated and reduced flood risk, an observation that has major implications for analyses that assume that climatic drivers of flood risk can be either statistically stationary or are following a simple trend. Copyright (c) 2011 Royal Meteorological Society

Constructive micritic envelope developed in the vadose continental environment in the Pleistocene eoliantes of Mallorca (Spain)

In this study we analyze and explain the formation of the constructive micrite envelope in the vadose continental environment. This constructive micrite envelope shows a wide variety of textural components. The principal textural components are: microorganisms, micritic and microspar LMC cement, whisker crystals, microfibres and aggregates of LMC acicular crystals. The main microorganisms are hyphae fungi, although actynomicetes and bacteries also occur. The constructive micrite envelope is due to the action of calcified filaments (hyphae fungi) which collapse and coalesce forming an intertwined mesh as well as due to the precipitation of micritic and microspar cement. The whisker crystals, microfibres and aggregates of LMC acicular crystals are secondary microtextures. Constructive micrite envelopes does not indicate a specific diagenetic environment. The constructive micrite envelopes present irregularities or bumps at the outer surface of the grains, and the destructive micrite envelopes present irregularities towards the grain interior. This morphologic criterion is useful to differenciate the micrite envelope origin, constructive or destructive, in the fossil record.

Efeito da germinação de soja CV. BR-13 e Paraná sobre ácido fítico, fósforo total e inibidores de tripsina

Este trabalho foi conduzido para avaliar o efeito da germinação sobre os constituintes antinutricionais da soja, ácido fítico, P total e inibidores de tripsina, que interferem na utilização de proteínas e outras substâncias. A diminuição no aproveitamento de nutrientes resulta em inibição de crescimento, hipoglicemia ou danos a tecidos animais. Para os ensaios foram utilizadas as cultivares de soja (Glycine max (L.) Merrill ) BR-13 e Paraná. As sementes foram incubadas em câmara de germinação a 25°C e 100% de umidade, de 0 a 72 horas, com coleta de amostras em intervalos eqüidistantes de seis horas. A cultivar Paraná apresentou teores superiores de ácido fítico, P total e inibidores de tripsina, em relação à cultivar BR-13. As análises de variância e comparações entre médias indicaram que houve aumentos significativos (p < 0,05) nos teores de P total (8,5% e 3,6% nas cultivares BR-13 e Paraná, respectivamente) e nos níveis de inibidores de tripsina (22,05% e 17,10% nas cultivares BR-13 e Paraná, respectivamente), e reduções nos teores de ácido fítico (15,96% e 9,46% nas cultivares BR-13 e Paraná, respectivamente), em 72 horas de germinação.

Estimating Design-Flood Discharges for Streams in Iowa Using Drainage-Basin and Channel-Geometry Characteristics, HR-322, 1993

Drainage-basin and channel-geometry multiple-regression equations are presented for estimating design-flood discharges having recurrence intervals of 2, 5, 10, 25, 50, and 100 years at stream sites on rural, unregulated streams in Iowa. Design-flood discharge estimates determined by Pearson Type-III analyses using data collected through the 1990 water year are reported for the 188 streamflow-gaging stations used in either the drainage-basin or channel-geometry regression analyses. Ordinary least-squares multiple-regression techniques were used to identify selected drainage-basin and channel-geometry regions. Weighted least-squares multiple-regression techniques, which account for differences in the variance of flows at different gaging stations and for variable lengths in station records, were used to estimate the regression parameters. Statewide drainage-basin equations were developed from analyses of 164 streamflow-gaging stations. Drainage-basin characteristics were quantified using a geographic-information-system (GIS) procedure to process topographic maps and digital cartographic data. The significant characteristics identified for the drainage-basin equations included contributing drainage area, relative relief, drainage frequency, and 2-year, 24-hour precipitation intensity. The average standard errors of prediction for the drainage-basin equations ranged from 38.6% to 50.2%. The GIS procedure expanded the capability to quantitatively relate drainage-basin characteristics to the magnitude and frequency of floods for stream sites in Iowa and provides a flood-estimation method that is independent of hydrologic regionalization. Statewide and regional channel-geometry regression equations were developed from analyses of 157 streamflow-gaging stations. Channel-geometry characteristics were measured on site and on topographic maps. Statewide and regional channel-geometry regression equations that are dependent on whether a stream has been channelized were developed on the basis of bankfull and active-channel characteristics. The significant channel-geometry characteristics identified for the statewide and regional regression equations included bankfull width and bankfull depth for natural channels unaffected by channelization, and active-channel width for stabilized channels affected by channelization. The average standard errors of prediction ranged from 41.0% to 68.4% for the statewide channel-geometry equations and from 30.3% to 70.0% for the regional channel-geometry equations. Procedures provided for applying the drainage-basin and channel-geometry regression equations depend on whether the design-flood discharge estimate is for a site on an ungaged stream, an ungaged site on a gaged stream, or a gaged site. When both a drainage-basin and a channel-geometry regression-equation estimate are available for a stream site, a procedure is presented for determining a weighted average of the two flood estimates.

Risco de deficiência hídrica na cultura do milho no estado do Paraná

O objetivo deste trabalho foi determinar a disponibilidade hídrica para o milho (Zea mays L.) no Estado do Paraná, identificando as regiões de menor risco e contribuindo para definição das melhores épocas de semeadura. A partir de valores diários de evapotranspiração máxima e precipitação pluvial provenientes de 32 estações meteorológicas do Instituto Agronômico do Paraná (IAPAR), calculou-se o balanço hídrico utilizando um modelo climatológico adaptado para a cultura. A capacidade de água disponível no solo foi calculada considerando-se 20 cm de profundidade efetiva do sistema radicular na emergência, aumentando-se exponencialmente até 80 cm no início do florescimento e assim permanecendo até o final do ciclo. Foram simuladas dez épocas de semeadura espaçadas a cada 10 dias, entre 20/08 e 20/11, calculando-se a probabilidade de deficiência hídrica no período de florescimento (800 graus-dia após a emergência). Pela análise de agrupamento, o Estado foi classificado em cinco zonas diferenciadas em relação ao nível de risco. Os resultados mostram que, do ponto de vista hídrico, nas regiões norte e noroeste o risco é maior, tornando-se necessária a adoção de práticas de manejo do solo que visem aumentar a capacidade de retenção de água. Em todas as regiões foram identificadas épocas de semeadura que oferecem menor risco de perdas por deficiência hídrica.

Respostas da mandioca à adubação NPK e calagem em solos arenosos do noroeste do Paraná

Desenvolveram-se dois experimentos de campo, em áreas de pastagens degradadas, no período de 1991-92, nos municípios de Paranavaí e Altônia, região noroeste do Paraná, em Podzólico Vermelho-Escuro de baixa fertilidade, originários da formação geológica do arenito Caiuá, com o objetivo de avaliar as respostas da mandioca (Manihot esculenta L.) na produção de raízes e as características químicas do solo à adubação mineral NPK e à calagem. O delineamento estatístico foi em blocos casualizados, com 19 tratamentos e quatro repetições, aplicando-se nitrogênio (0, 20, 40 e 60 kg ha-1 de N), fósforo (0, 30, 60, 90 e 120 kg ha-1 de P2O5), potássio (0, 40, 80 e 120 kg ha-1 de K2O) e calcário (0, 850, 1.700 e 2.550 kg ha-1). A produção de raízes de mandioca não apresentou respostas à calagem, adubação nitrogenada e potássica. A adubação potássica não contribuiu para elevar os teores de K no solo. A adubação fosfatada aumentou a produção de raízes de mandioca e os teores de P no solo após o seu cultivo, sendo considerada essencial na produção de mandioca nos dois solos arenosos estudados do noroeste do Paraná.

Flood-Plain and Channel Aggradation at Selected Bridge Sites in the Iowa and Skunk River Basins, Iowa, HR-350, 1996

Flood-plain and channel-aggradation rates were estimated at selected bridge sites in central and eastern Iowa using four aggradation-measurement methods. Aggradation rates were quantified at 10 bridge sites on the Iowa River upstream of Coralville Lake and at two bridge sites in the central part of Skunk River Basin. Measurement periods used to estimate average aggradation rates ranged in length from 1 to 98 years and varied among methods and sites. A direct comparison cannot be made between aggradation rates calculated using each of the four measurement methods because of differences in time periods and aggradational processes that were measured by each method.

Contaminação endógena por Aspergillus spp. em milho pós-colheita no Estado do Paraná

Sessenta amostras de milho pós-colheita foram avaliadas quanto à contaminação fúngica endógena e o potencial toxígeno de espécies do gênero Aspergillus e seus teleomorfos. Quarenta grãos aparentemente sadios de cada amostra foram desinfestados em NaClO e incubados em câmara úmida a 25±1ºC para exteriorização dos fungos, que posteriormente foram isolados em ágar Czapek-Dox. Foram identificadas as espécies Aspergillus flavus, A. parasiticus, Eurotium amstelodami e E. chevalieri. O potencial toxígeno dos fungos A. flavus e A. parasiticus foi avaliado quanto à síntese de aflatoxinas em meio ágar-coco. Espécies do gênero Eurotium foram avaliadas quanto à síntese de esterigmatocistina, nos meios ágar-amendoim e trigo triturado. A porcentagem de grãos contaminados variou entre 0 e 100%, prevalecendo os gêneros Aspergillus, Penicillium e Fusarium. A espécie predominante foi a A. flavus (64%), seguida por E. amstelodami (19%), E. chevalieri (10%) e A. parasiticus (7%). A partir de 109 isolados de A. flavus, evidenciou-se que 73 isolados sintetizaram aflatoxinas B1 e B2, 20 sintetizaram B1, sete sintetizaram B1 e G1, três sintetizaram B1, B2 e G1 e em seis não foi detectada a síntese de aflatoxina. A síntese de esterigmatocistina pelas espécies E. amstelodami e E. chevalieri não foi detectada.