Le acque del Carso classico : Progetto Hydrokarst

Dopo quasi 200 anni dalle prime ricerche sul Timavo, prende il via il Progetto HYDROKARST nato dalle idee di ricercatori italiani e sloveni che da anni studiano insieme l\u2019idrogeologia carsica (www.hydrokarstproject.eu). Il progetto ha come obiettivo la gestione coordinata e la tutela dell\u2019acquifero transfrontaliero del Reka-Timavo attraverso l\u2019istituzionalizzazione di una rete di monitoraggio quantitativo e qualitativo delle acque ipogee e del territorio del Carso Classico. Il progetto si propone di garantire, attraverso delle partnership stabili, una gestione sostenibile della risorsa acqua rafforzando quella coesione territoriale transfrontaliera che deve portare alla redazione di protocolli congiunti per permettere di uniformare le metodologie di raccolta dati e la loro rappresentazione e codifica, primo passo per la definizione delle aree di salvaguardia delle sorgenti e dei pozzi captati a scopo idropotabile. Va ricordato che ad oggi, le acque del Reka-Timavo non sono legalmente tutelate, cosa che invece accade per quelle del fiume Isonzo-So\u10da. Il progetto \ue8 suddiviso in sette diversi Workpakages (WP). WP1: Progettazione e costruzione del quadro logico per la gestione del progetto. Monitoraggio coordinamento e rendicontazioni. WP2: Ideazione, preparazione e definizione dell\u2019idea progettuale. WP3: Raccolta ed elaborazione dei dati idrodinamici, idrochimici e biologici dell\u2019acquifero del Reka-Timavo. WP4: Vulnerabilit\ue0 degli acquiferi carsici e protocolli di individuazione delle aree di salvaguardia. Uso del suolo. Analisi della stabilit\ue0 della rete di distribuzione e delle necessit\ue0 di approvvigionamento idrico. WP5: Elaborazione della cartografia unificata del Carso Classico. WP6: Elaborazione di protocolli per la gestione condivisa delle risorse e delle riserve acquifere del Carso Classico. WP7: Piano di comunicazione. La fase di condivisione dati ha portato alla realizzazione di una base cartografica unificata e di una banca dati georeferenziata (GIS) di tutto il bacino del Carso Classico. Attraverso la raccolta dati prima, e l\u2019elaborazione poi, si \ue8 giunti alla definizione di un modello concettuale dell\u2019intero acquifero del Reka-Timavo. Buona parte di questi dati hanno successivamente permesso l\u2019elaborazione delle carte di vulnerabilit\ue0, a loro volta determinanti per la delimitazione delle aree di salvaguardia. Il monitoraggio della rete acquedottistica di distribuzione e la realizzazione di interventi per il risparmio idrico hanno permesso di promuovere progetti di minimizzazione delle perdite, ottimizzando tratti poco efficienti delle reti. Scopo ultimo del progetto era pertanto l\u2019elaborazione: \u2013 di accordi di cooperazione e di azioni per la promozione ed attuazione di sistemi per la riduzione delle emissioni inquinanti con particolare riferimento all\u2019acqua potabile; \u2013 di sistemi di intervento congiunti nelle situazioni di emergenza; \u2013 di strategie congiunte per prevenire e ridurre i rischi; \u2013 di interventi per il risparmio idrico, l\u2019efficienza nella gestione della rete idrica ed il miglioramento della qualit\ue0 dell\u2019acqua potabile. Skoraj dvesto let po prvih raziskavah reke Timave so italijanski in slovenski raziskovalci, ki \u17ee ve\u10d let skupaj preu\u10dujejo kra\u161ko hidrogeologijo, oblikovali Projekt HYDROKARST (www.hydrokarst-project.eu). Cilj projekta je koordinirano upravljanje in za\u161\u10dita \u10dezmejnega vodonosnika Reka-Timava z institucionalizacijo omre\u17eja za koli\u10dinsko in kakovostno spremljanje podzemnih voda na obmo\u10dju klasi\u10dnega Krasa. Namen projekta je, da se z vzpostavitvijo stalnega partnerstva zagotovi trajnostno upravljanje vodnega vira, \u10dezmejna teritorialna kohezija in priprava skupnih strokovnih podlag, ki bodo omogo\u10dale poenotenje metodologij zbiranja, prikazovanja in kodifikacije podatkov, kar je prvi korak v smeri definicije za\u161\u10ditenih obmo\u10dij izvirov in zajemali\u161\u10d pitne vode. Naj spomnimo, da vse do dana\u161njih dni vodonosnik Reka-Timava ni bil dele\u17een nikakr\u161ne pravne za\u161\u10dite \u2013 v nasprotju na primer s So\u10do (Isonzo). Projekt sestavlja sedem razli\u10dnih delovnih sklopov (WP): WP1: Oblikovanje \u201cstoritvenega sistema\u201d in priprava logi\u10dnega okvira za upravljanje projekta. Spremljanje projekta, koordiniranje in finan\u10dno poro\u10danje. WP2: Oblikovanje, priprava in dolo\u10ditev projektne ideje. WP3: Meritve in obdelava hidrodinami\u10dnih podatkov vodonosnika Reka-Timava. WP4: Ranljivost kra\u161kih vodonosnikov in protokoli za dolo\u10ditev vodovarstvenih obmo\u10dij. Raba tal. Analiza stabilnosti distribucijskegaomre\u17eja in potreb po vodni preskrbi. WP5: Priprava skupnih kartografskih prikazov mati\u10dnega Krasa. WP6: Priprava protokolov za skupno upravljanje virov in zalog mati\u10dnega Krasa. WP7: Komunikacijska kampanja o razvoju projekta in dose\u17eenih ciljih. Faza izmenjave podatkov je omogo\u10dila vzpostavitev enotnih kartografskih podlag in enotne georeferencirane podatkovne baze (GIS) za celotno obmo\u10dje mati\u10dnega Krasa. Z zbiranjem in obdelavo podatkov smo izdelali konceptualni model celotnega vodonosnika Reka-Timava. Ti podatki so nadalje omogo\u10dili izdelavo kart ranljivosti, ki so bistvenega pomena za dolo\u10ditev vodovarstvenih obmo\u10dij. Spremljanje distribucijskega vodovodnega omre\u17eja in izvajanje ukrepov za var\u10devanje z vodo je omogo\u10dilo implementacijo projektov za zmanj\u161anje izgub z izbolj\u161avami na neu\u10dinkovitih delih omre\u17eja. Kon\u10dni cilj projekta je torej: \u2013 sklenitev protokolov o sodelovanju in dolo\u10ditev ukrepov promocije in uresni\u10denja sistemov za zmanj\u161anje onesna\u17eevalnih emisij, predvsem tistih, ki se nana\u161ajo na pitno vodo; \u2013 razvoj sistemov skupnega poseganja v nujnih primerih; \u2013 oblikovanje skupnih strategij za prepre\u10devanje in zmanj\u161evanje tveganj; \u2013 promocija posegov za var\u10devanje z vodo, u\u10dinkovito upravljanje vodovodnega omre\u17eja in izbolj\u161anje kakovosti pitne vode

Complexities of chromosome landing in a highly polyploid, aneuploid, interspecific genome: Towards map-based cloning of a resistance gene (bru1) in sugarcane (2n=ca 115)

The genom e of modern sugarcane cultivars is highly polyploid (~12x), aneuploid, of interspecific origin, and contains 10 Gb of DNA. Its size and complexity represent a major challenge for the isolation of agronomically important genes. We have undertaken the first attempt to isolate a gene from sugarcane by map-based cloning, targeting a durable major rust resistance gene (Bru1).To overcome constraints associated with high polyploidy, we developed stategies including diploid/polyploid syntenic shuttle mapping with model diploid species (sorghum and rice) and haplotype-specific chromosome walking. These strategies allowed us to develop a high-resolution genetic map including 17 markers in an interval of 0.42 cM comprising Bru1 and to build a physical map of the target haplotype that still includes two gaps at this stage due to the discovery of an insertion specific to this haplotype. BAC clones representing seven differents hom(oe)ologous haplotypes have been sequenced. These sequence s are being used to complete the physical map of the target haplotype. (Texte intégral

A candidate gene for fire blight resistance in Malus × robusta 5 is coding for a CC-NBS-LRR

Erworben im Rahmen der Schweizer Nationallizenzen (http://www.nationallizenzen.ch)Fire blight is the most important bacterial disease in apple (Malus ×  domestica) and pear (Pyrus communis) production. Today, the causal bacterium Erwinia amylovora is present in many apple- and pear-growing areas. We investigated the natural resistance of the wild apple Malus ×  robusta 5 against E. amylovora, previously mapped to linkage group 3. With a fine-mapping approach on a population of 2,133 individuals followed by phenotyping of the recombinants from the region of interest, we developed flanking markers useful for marker-assisted selection. Open reading frames were predicted on the sequence of a BAC spanning the resistance locus. One open reading frame coded for a protein belonging to the NBS–LRR family. The in silico investigation of the structure of the candidate resistance gene against fire blight of M. ×  robusta 5, FB_MR5, led us hypothesize the presence of a coiled-coil region followed by an NBS and an LRR-like structure with the consensus ‘LxxLx[IL]xxCxxLxxL’. The function of FB_MR5 was predicted in agreement with the decoy/guard model, that FB_MR5 monitors the transcribed RIN4_MR5, a homolog of RIN4 of Arabidopsis thaliana that could interact with the previously described effector AvrRpt2EA of E. amylovora

Recombinant canine single chain insulin analogues: Insulin receptor binding capacity and ability to stimulate glucose uptake

Virtually all diabetic dogs require exogenous insulin therapy to control their hyperglycaemia. In the UK, the only licensed insulin product currently available is a purified porcine insulin preparation. Recombinant insulin is somewhat problematic in terms of its manufacture, since the gene product (preproinsulin) undergoes substantial post-translational modification in pancreatic β cells before it becomes biologically active. The aim of the present study was to develop recombinant canine single chain insulin (SCI) analogues that could be produced in a prokaryotic expression system and which would require minimal processing. Three recombinant SCI constructs were developed in a prokaryotic expression vector, by replacing the insulin C-peptide sequence with one encoding a synthetic peptide (GGGPGKR), or with one of two insulin-like growth factor (IGF)-2 C-peptide coding sequences (human: SRVSRRSR; canine: SRVTRRSSR). Recombinant proteins were expressed in the periplasmic fraction of Escherichia coli and assessed for their ability to bind to the insulin and IGF-1 receptors, and to stimulate glucose uptake in 3T3-L1 adipocytes. All three recombinant SCI analogues demonstrated preferential binding to the insulin receptor compared to the IGF-1 receptor, with increased binding compared to recombinant canine proinsulin. The recombinant SCI analogues stimulated glucose uptake in 3T3-L1 adipocytes compared to negligible uptake using recombinant canine proinsulin, with the canine insulin/cIGF-2 chimaeric SCI analogue demonstrating the greatest effect. Thus, biologically-active recombinant canine SCI analogues can be produced relatively easily in bacteria, which could potentially be used for treatment of diabetic dogs

WATER\u2013BUDGET AS A TOOL TO EVALUATE THE SUSTAINABLE USE OF GROUNDWATER RESOURCES (ISONZO PLAIN, NE ITALY)

Water budget, hydrogeology, Soča/Isonzo River, climate chang

Gypsum Dissolution Rate, New Data and Insights

Sinkholes linked to covered evaporite karst in urban environments still represent a challenge in hazard and risk assessment. The Quinis hamlet, located in Friuli Venezia Giulia region (NE Italy), is heavily affected by sinkhole phenomena (linked to an evaporitic bedrock), which deeply interested infrastructures and houses. In order to understand the evolution of the sinking phenomena, a field experiment started on the dissolution rate of the gypsum. In 17 existing piezometers, at different depths, 51 evaporitic rock samples were exposed to the naturally occurring variation of relative humidity, air flow and hydrodynamics. The rock samples were placed respectively in the aeration, in the fluctuation and in the phreatic section of the piezometric tubes. Data related to groundwater level fluctuations, temperature and electrical conductivity were collected. After four months, rock samples were removed, weighted and the volume loss evaluated. The obtained results indicate that rock sample reduction is not only dependent on the groundwater level fluctuations and on the number of days during which the samples are immersed in the groundwaters but also on the mineralization of the latter. Some of the rock samples have been almost completely dissolved, with dissolution rate values almost eight times bigger than expected if compared to the available literature data. The proposed approach had as aim to evaluate the quickness of the dissolution process, which is dependant on several causes (groundwater level fluctuations, type of rocks, chemical characteristics of the groundwaters, etc.) and represents a novel contribution to the overall knowledge of karst processes with noticeable impacts on human-built construction

Antithrombotic medications and the etiology of intracerebral hemorrhage: MUCH-Italy.

23noOBJECTIVE: To test the hypothesis that the effect of antithrombotic medications on the risk of intracerebral hemorrhage (ICH) varies according to the location of the hematoma. METHODS: Consecutive patients with ICH were enrolled as part of the Multicenter Study on Cerebral Hemorrhage in Italy (MUCH-Italy). Multivariable logistic regression models served to examine whether risk factors for ICH and location of the hematoma (deep vs lobar) predict treatment-specific ICH subgroups (antiplatelets-related ICH and oral anticoagulants [OACs]-related ICH). RESULTS: A total of 870 (313 lobar ICH, 557 deep ICH) subjects were included. Of these, 223 (25.6%) were taking antiplatelets and 77 (8.8%) OACs at the time of stroke. The odds of antiplatelet-related ICH increased with aging (odds ratio [OR] 1.05; 95% confidence interval [CI] 1.03-1.07) and hypertension (OR 1.86; 95% CI 1.22-2.85) but had no relation with the anatomical location of ICH. Conversely, lobar location of the hematoma was associated with the subgroup of OAC-related ICH (OR 1.70; 95% CI 1.03-2.81) when compared to the subgroup of patients taking no antithrombotic medications. Within the subgroup of patients taking OACs, international normalized ratio (INR) values were higher in those with lobar ICH as compared to those with deep ICH (2.8 ± 1.1 vs 2.2 ± 0.8; p = 0.011). The proportion of patients with lobar hematoma increased with increasing intensity of anticoagulation, with a ∼2-fold increased odds of lobar compared to deep ICH (odds 2.17; p = 0.03) in those exposed to overanticoagulation (INR values >3.0). CONCLUSIONS: OACs, as opposed to antiplatelets, predispose to lobar location of brain hematomas according to a dose-response relationship.openopenPezzini, A; Grassi, M; Paciaroni, M; Zini, A; Silvestrelli, G; Del Zotto, E; Caso, V; Dell'Acqua, Ml; Giossi, A; Volonghi, I; Simone, Am; Lanari, A; Costa, P; Poli, L; Morotti, A; De Giuli, V; Pepe, D; Gamba, M; Ciccone, A; Ritelli, M; Colombi, M; Agnelli, G; Padovani, APezzini, Alessandro; Grassi, M; Paciaroni, M; Zini, A; Silvestrelli, G; Del Zotto, E; Caso, V; Dell'Acqua, Ml; Giossi, A; Volonghi, I; Simone, Am; Lanari, A; Costa, P; Poli, L; Morotti, A; De Giuli, V; Pepe, D; Gamba, M; Ciccone, A; Ritelli, M; Colombi, Marina; Agnelli, G; Padovani, Alessandr

Flood Hazard in the Classical Karst: The Case of Mucille Polje (NE Italy)

In the north-western area of the Classical Karst (NE Italy), the Mucille depression, after abundant precipitations, is subject to frequent floodings, which become problematic since 2001 as they more frequently affect housing and recreational areas, leading the population to believe that the swallow holes draining the area stopped functioning. The climate changes as well as the increased frequency of intense rainfall events led to evaluate the draining capacity of the swallow holes in order to provide fundamentals for the mitigation measures. The depression is fed by a spring area and drained by two swallow holes one of which is permanently active, while the other functions only during floods. About 24 h after the onset of heavy rains, the whole depressed area is flooded. About 8 days later, the water level begins to decrease, coming back to its initial height in about fifteen days. During floods, while springs and swallow holes discharges measurements are impossible, the extension of the flooded areas has been mapped. The obtained flooded surface together with high resolution DTM coverage allows to calculate the volume of surface water. Consequently, the hydrologic balance can be estimated during the whole event. This study provides meaningful evidences for the design of measures to mitigate the risk. It estimates the discharge of the swallow holes, confirming their efficiency. Nonetheless, it also emphasizes the need to improve their draining capacity, especially considering the unsuspected high outflow of the springs at the onset of the flood