Selection of Parental Material to Maximize Heterosis Using SNP and Silicodart Markers in Maize
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Raport Z Wykonania Map Zagrożenia Powodziowego I Map Ryzyka
Projekt: Informatyczny system osłony kraju przed nadzwyczajnymi zagrożeniami Nr Projektu: POIG.07.01.00–00–025/09 RAPORT Z WYKONANIA MAP ZAGROZ ENIA POWODZIOWEGO I MAP RYZYKA POWODZIOWEGO Projekt: Informatyczny system osłony kraju przed nadzwyczajnymi zagrożeniami Nr Projektu: POIG.07.01.00–00–025/09 SPIS TREŚCI: WYKAZ SKRÓTÓW STOSOWANYCH W DOKUMENCIE 4 DEFINICJE 5 I. WPROWADZENIE 7 II. PODSTAWA OPRACOWANIA MZP I MRP 9 III. ZAKRES OPRACOWANIA MZP I MRP 13 IV. DANE WYKORZYSTANE DO MZP I MRP 37 IV.1. NUMERYCZNY MODEL TERENU 41 IV.2. PRZEKROJE KORYTOWE RZEK 41 V. OPIS METODYKI OPRACOWANIA MZP 43 V.1. MODELOWANIE HYDRAULICZNE 43 V.2. SCENARIUSZE POWODZIOWE 70 V.3. WYZNACZANIE OBSZARÓW ZAGROŻENIA POWODZIOWEGO 73 VI. OPIS METODYKI OPRACOWANIA MRP 83 VI.1. NEGATYWNE KONSEKWENCJE DLA LUDNOŚCI 83 VI.2. RODZAJ DZIAŁALNOŚCI GOSPODARCZEJ 84 VI.3. OBIEKTY ZAGRAŻAJĄCE ŚRODOWISKU W PRZYPADKU WYSTĄPIENIA POWODZI 86 VI.4. OBSZARY CHRONIONE 87 VI.5. OBSZARY I OBIEKTY DZIEDZICTWA KULTUROWEGO 87 VI.6. OBLICZENIE WARTOŚCI POTENCJALNYCH STRAT POWODZIOWYCH 88 VII. FORMA SPORZĄDZENIA MZP i MRP 91 VII.1. BAZA DANYCH PRZESTRZENNYCH MZP I MRP 91 VII.2. WIZUALIZACJA KARTOGRAFICZNA MZP i MRP 92 VIII. PUBLIKACJA I PRZEKAZANIE ORGANOM ADMINISTRACJI MZP I MRP 101 VIII.1. PRZEKAZANIE MZP i MRP ORGANOM ADMINISTRACJI 101 VIII.2. PUBLIKACJA MZP i MRP 101 VIII.3. ZASADY UDOSTĘPNIANIA MZP i MRP 105 2 Projekt: Informatyczny system osłony kraju przed nadzwyczajnymi zagrożeniami Nr Projektu: POIG.07.01.00–00–025/09 IX. MZP i MRP W PLANOWANIU I ZAGOSPODAROWANIU PRZESTRZENNYM 107 X. PRZEGLĄD I AKTUALIZACJA MZP I MRP 114 XI. -
Forestry in Poland with Special Attention to the Region of the Pomeranian Young Moraine
AFSV Forstwirtschaft und Standortkartierung Waldoekologie online Heft 2 Seite 49 - 58 9 Fig., 2 Tab. Freising, Oktober 2005 Forestry in Poland with special attention to the region of the Pomeranian Young Moraine Marcin S z y d l a r s k i Abstract In the year 2004 the ASFV celebrated its 50th anniversary holding a conference in Sulęczyno, Kartuzy. This event offered the possibility to give an actual overview of forest resources and forest functions in Poland. The excursions of the meeting focused on the fascinating, diversified forest landscape formed by the Pomeranian phase of the Baltic glaciation. The Kartuzy Forest District is situated in the heart of the Kashubian Lakeland and the moraine hills. The landscape is not only characterized by the natural occurrence of Baltic beech forests but also by high diversity of soils and meso- and microclimatic de- viations providing habitats for rare plant species, including some plants typical of mountain regions. The tree species combination of the District is formed by pine, spruce, and beech. The oldest parts of the forests are legally protected as nature reserves. I. POLISH FOREST RESOURCES At the end of the 18th century the Polish forest area comprised about 40%, nowadays forests in Po- land cover approximately 8,942,000 hectares, which is 28.6% of an overall country area. According to international standards (FAO Forestry Department) and tests on economic forestry areas, the wooded area in Poland comprises more than 9,040,000 hectares, which is as many as 30% forest cover and is close to Central European average (www.fao.org/forestry/site/18308/en/pol). -
Estimation of CN Parameter for Small Agricultural Watersheds Using Asymptotic Functions
Water 2015, 7, 939-955; doi:10.3390/w7030939 OPEN ACCESS water ISSN 2073-4441 www.mdpi.com/journal/water Article Estimation of CN Parameter for Small Agricultural Watersheds Using Asymptotic Functions Tomasz Kowalik 1 and Andrzej Walega 2,* 1 Department of Land Reclamation and Environmental Development, University of Agriculture in Krakow, St. Mickiewicza 24-28, Krakow 30-050, Poland; E-Mail: [email protected] 2 Department of Sanitary Engineering and Water Management, University of Agriculture in Krakow, St. Mickiewicza 24-28, Krakow 30-058, Poland * Author to whom correspondence should be addressed; E-Mail: [email protected]; Tel.: +48-012-662-4102. Academic Editor: Richard Smardon Received: 26 January 2015 / Accepted: 2 March 2015 / Published: 10 March 2015 Abstract: This paper investigates a possibility of using asymptotic functions to determine the value of curve number (CN) parameter as a function of rainfall in small agricultural watersheds. It also compares the actually calculated CN with its values provided in the Soil Conservation Service (SCS) National Engineering Handbook Section 4: Hydrology (NEH-4) and Technical Release 20 (TR-20). The analysis showed that empirical CN values presented in the National Engineering Handbook tables differed from the actually observed values. Calculations revealed a strong correlation between the observed CN and precipitation (P). In three of the analyzed watersheds, a typical pattern of the observed CN stabilization during abundant precipitation was perceived. It was found that Model 2, based on a kinetics equation, most effectively described the P-CN relationship. In most cases, the observed CN in the investigated watersheds was similar to the empirical CN, corresponding to average moisture conditions set out by NEH-4. -
Economic Assessment of Reconstruction Plans for the Inland Waterway E40
Business Union of Entrepreneurs and Employers named after Professor Kunyavsky Republican Union of Industrialists and Entrepreneurs Belarusian Scientific and Industrial Association ECONOMIC ASSESSMENT OF RECONSTRUCTION PLANS FOR THE INLAND WATERWAY E40 Prepared according to the agreement with ZGF of November 15, 2018 Approved by the Decree of the business unions of February 27, 2019 Minsk, February 2019 Business Union of Entrepreneurs and Employers named after Professor Kunyavsky 22, Factory street, Minsk, Belarus, 220033. bspn.by, phone: +375 17 298 27 92, email: [email protected] Abbreviations E40 Feasibility Study – The document “Restoration of Inland Waterway E40 Dnieper – Vistula: from Strategy to Planning. Final Feasibility Study Report”1 (Russian version). Maritime Institute in Gdansk, December 2015 EaP - Eastern Partnership EEU - Eurasian Economic Union EU - European Union IWW E40 – inland waterway E40 UNIDO - United Nations Industrial Development Organization Explanations The study contains two types of infographics: 1. Prepared by the author of this study. This infographic has sequence numbers: 1, 2, 3 etc. 2. Taken as quotes from the E40 Feasibility Study. The original numbering is retained in this infographic. We apply a mark (E40 Feasibility Study) to such infographics in our study. 1 Embassy of the Republic of Belarus in the Czech Republic. http://czech.mfa.gov.by/docs/e40restoration_feasibility_study_ru-29343.pdf 2 CONTENTS Introduction……………………………………………………………………………... 4 I Comparison of inland water transport of Poland, Belarus and Ukraine with other European countries……………………………………………………………………. 5 II Assessment of the economic part of the E40 Feasibility Study………………… 9 1. The main methodologies used in the world in assessing the economic efficiency of projects…………………………………………………………… 9 2. -
Mühlen-Tabelle (Nicht Im Buch Enthalten)
In der nachfolgenden Übersicht wurden alle in Pommern zu Beginn des 20. Jh. vorhandenen Ortschaften mit den Standorten ihrer Wind- (WI), Wasser- (WA), Dampf- (DA) und Motormühlen (MM) sowie ihrer Wasserkraftwerke (WKW) aufgelistet. Ortschaften der WI erh. W erh. DA erh. W erh. M u. erh. Mühlen- und WKW- Standorte WI A W u. DA K W WK Exp A MM u. W K W l. MM W ges. ges Abtshagen/AK Grimmen 1 1 Abtshagen/AK Schlawe 2 2 (Dobiesław) Adl. Boltenhgn./AK Greifwald 1 1 Adl. Freest/AK Lauenburg 2 2 (Wrześcienko) Ahlbeck/AK Ueckermünde 1 1 2 1 Ahrenshagen/AK Franzb.-B. 1 1 Ahrenshoop/AK Franzb,-Barth 1 1 1 1 Albinshof/AK Anklam 1 1 Albrechtsdorf/AK Ueckerm. 1 1 1* 3 (Karczno)* Alexandrahütte/AK Schlawe 2 2 (Nowy Zytnik) Alt Banzin/AK Köslin 1 1 (Będzino) Alt Belz/AK Köslin 2 2 (Str. Bielice) Alt Bewersdorf/AK Schlawe 1 1* 2 (Bobrowice)* Alt Bork/AK Kolberg-Körlin 1 1 (SraryBorek) Altbraa/AK Schlochau 1 1 (Stara Brda) Altdamm/AK Randow 1* 5 1 6 1 (Dąbie)* Alt Dargsow/AK Cammin 1 1 (Dargoszewo) Alt Döberitz/AK Regenw. 1* 1 (Str. Dobrzyca)* Altefähr/AK Rügen* 2* 2 Altendorf/AK Greifenberg 1 1 1 1 (Łatno) Altenfließ/AK Friedeberg 1 1 (Prrzyłęg) Altenhagen/AK Demmin 1 1 Altenhagen/AK Schlawe 2 2 (Jezyce) Altenkirchen/AK Rügen* 2* 2 Altensien/AK Rügen 2 2 Altentreptow/AK Demmin 5 2 1 7 1 Altenwalde/AK Neustettin 2 2 (Liszkowo) Altenwedel/AK Saatzig 1 1 2 (Sicko) Alt Falkenberg/AK Pyritz 2 2 (Chabowo) Alt Fanger/AK Naugard 1 1 (Węgorza) Alt Gatschow/AK Demmin 1 1 Alt Grape/AK Pyritz 1 1 (Str. -
Instytut Meteorologii I Gospodarki Wodnej
INSTYTUT METEOROLOGII I GOSPODARKI WODNEJ PAŃSTWOWY INSTYTUT BADAWCZY Biuro Prognoz Hydrologicznych w Krakowie Wydział Prognoz i Opracowań Hydrologicznych w Warszawie ul. Podleśna 61, 01-673 Warszawa tel.: 22-56-94-144 fax.: 22-834-48-97 e-mail: [email protected] www.pogodynka.pl www.imgw.pl INSTYTUT METEOROLOGII I GOSPODARKI WODNEJ PAŃSTWOWY INSTYTUT BADAWCZY BIURO PROGNOZ HYDROLOGICZNYCH W KRAKOWIE Wydział Prognoz i Opracowań Hydrologicznych w Warszawie podaje KOMUNIKAT HYDROLOGICZNY z dnia 03.10.2019 godz. 12 UTC UTC - ang. Universal Time Coordinated - czas uniwersalny; w okresie letnim czas urzedowy w Polsce UTC+2h, a w okresie zimowym UTC+1h. Stan wody Stan wody Stan wody Stan wody Stan wody Stan Stan 6 UTC 9 UTC 12 UTC 15 UTC 18 UTC Stacja ostrze- alar- Rzeka gawczy mowy obser- obser- obser- obser- obser- wodowskazowa wator czujnik wator czujnik wator czujnik wator czujnik wator czujnik [cm] A B C D E F G H I J K L M N województwo śląskie W ĄSOSZ Pilica 250 300 167 168 168 województwo świętokrzyskie Czarna JANUSZEW ICE (W łoszczowska) 320 400 274 273 274 274 województwo podlaskie SIEMIANÓW KA Narew 148 148 148 BONDARY Narew 177 177 177 NAREW Narew 170 200 46 46 46 46 PLOSKI Narew 330 370 214 213 213 SURAŻ Narew 320 340 125 125 124 124 BABINO Narew 540 570 324 324 324 STRĘKOW A GÓRA Narew 420 440 156 156 156 156 W IZNA Narew 440 470 176 176 177 177 PIĄTNICA-ŁOMŻA Narew 410 460 98 98 98 99 NOW OGRÓD Narew 360 400 48 48 49 49 BIAŁOW IEŻA - PARK Narewka 180 200 69 69 69 NAREW KA Narewka 260 290 98 98 98 CHRABOŁY Orlanka 310 350 113 -
Bydgoszcz 20-01-2006
Bull Vet Inst Pulawy 58, 399-404, 2014 DOI: 10.2478/bvip-2014-0062 Occurrence of veterinary antibiotics and chemotherapeutics in fresh water, sediment, and fish of the rivers and lakes in Poland Małgorzata Gbylik-Sikorska, Andrzej Posyniak, Kamila Mitrowska, Anna Gajda, Tomasz Błądek, Tomasz Śniegocki, Jan Żmudzki Department of Pharmacology and Toxicology, National Veterinary Research Institute, 24-100 Pulawy, Poland [email protected] Received: January 29, 2014 Accepted: August 22, 2014 Abstract The occurrence of commonly used veterinary antimicrobial agents was investigated in 159 fresh water, 443 fish, and 150 sediment samples from Polish rivers and lakes. The agents included aminoglycosides, β-lactams, diaminopyrimidines, fluoroquinolones, lincosamides, macrolides, pleuromutilins, sulfonamides, and tetracyclines. The analysis was performed by three different sample preparation procedures for each matrix and it was performed by liquid chromatography-tandem mass spectrometry with electrospray ionisation source in positive mode, under the same conditions. All analytical methods used were validated and showed good sensitivity, accuracy, and precision. The LOQ was in the range from 5 µg/kg to 125 µg/kg for fish samples, from 0.02 µg/L to 10 µg/L for fresh water samples, and from 1 µg/kg to 8 µg/kg for sediment samples. Keywords: antibiotics, water, sediments, fish, LC-MS/MS, Poland. Introduction have a negative influence on human health (7, 8). Several publications have reported the occurrence of Antimicrobial compounds are widely used in various veterinary and human pharmaceuticals, human and veterinary medicine to protect human and including antibiotics, in surface water, groundwater, animal health, to prevent economic losses, and to help wastewater, sediments, and soil. -
INSTYTUT METEOROLOGII I GOSPODARKI WODNEJ PAŃSTWOWY INSTYTUT BADAWCZY Biuro Prognoz Hydrologicznych W Krakowie Obszar Warszawa Ul
INSTYTUT METEOROLOGII I GOSPODARKI WODNEJ PAŃSTWOWY INSTYTUT BADAWCZY Biuro Prognoz Hydrologicznych w Krakowie Obszar Warszawa ul. Podleśna 61, 01-673 Warszawa tel.: 22-56-94-144 fax.: 22-834-48-97 e-mail: [email protected] www.pogodynka.pl www.imgw.pl INSTYTUT METEOROLOGII I GOSPODARKI WODNEJ PAŃSTWOWY INSTYTUT BADAWCZY BIURO PROGNOZ HYDROLOGICZNYCH W KRAKOWIE Obszar Warszawa podaje KOMUNIKAT OPADOWY z dnia 30.07.2019 godz. 6 UTC UTC - ang. Universal Time Coordinated - czas uniwersalny; w okresie letnim czas urzedowy w Polsce UTC+2h, a w okresie zimowym UTC+1h. Dobowa suma opadu 6 UTC Stacja meteorologiczna Rzeka [mm] A B C województwo śląskie PILICA Pilica 24.7 BONOW ICE Pilica 18.5 W ĄSOSZ Pilica 10.5 województwo świętokrzyskie STANOW ISKA Czarna (Maleniecka) 9.8 PILCZYCA Czarna (W łoszczowska) 1.4 JANUSZEW ICE Czarna (W łoszczowska) 8.4 województwo lubelskie JARCZEW W ilga 37.6 województwo podlaskie ZAMOSZE Narew 0.7 BONDARY Narew 1.1 NAREW Narew 0.1 TYKOCIN Narew 0.3 MARIANOW O II Narew 0.1 NOW OSADY Kołonna 1.8 BIAŁOW IEŻA Narewka 2.3 NAREW KA Narewka 0.9 CHRABOŁY Orlanka 0.0 NOW OSIÓŁKI Supraśl 2.0 SUPRAŚL Supraśl 0.0 FASTY Supraśl 0.0 DRAHLE Sokołda 0.0 JAŁÓW KA Sokołda 0.0 BIAŁYSTOK Biała 0.0 MOŃKI Nereśl 0.0 JABŁONOW O-W YPYCHY Ślina 0.1 ZAW ADY Ślina 0.0 DĘBOW O Biebrza 1.4 OSOW IEC Biebrza 0.0 BURZYN Biebrza 0.0 RÓŻANYSTOK Sidra 0.0 JANÓW Brzozówka 0.0 BIEBRZA Ełk 0.0 RADZIŁÓW W issa 0.2 PTAKI Pisa 0.1 A B C DOBRYLAS Pisa 0.0 TYSZKI-W ĄDOŁOW O Skroda 0.0 ZARUZIE Ruż 0.3 HAJNÓW KA Leśna 0.0 TONKIELE Bug 0.0 BRAŃSK Nurzec 0.0 -
Transformation of the Flow Regime of a Large Allochthonous River in Central Europe—An Example of the Vistula River in Poland
water Article Transformation of the Flow Regime of a Large Allochthonous River in Central Europe—An Example of the Vistula River in Poland Dariusz Wrzesi ´nski and Leszek Sobkowiak * Department of Hydrology and Water Management, Institute of Physical Geography and Environmental Planning, Faculty of Geographical and Geological Sciences, Adam Mickiewicz University, Krygowskiego str. 10, 61-712 Pozna´n,Poland; [email protected] * Correspondence: [email protected] Received: 31 December 2019; Accepted: 10 February 2020; Published: 12 February 2020 Abstract: Identification of river flow regime and its possible changes caused by natural factors or human activity is one of major issues in modern hydrology. In such studies different approaches and different indicators can be used. The aim of this study is to determine changes in flow regime of the largest river in Poland—the Vistula, using new, more objectified coefficients and indices, based on data recorded in 22 gauges on the Vistula mainstream and 38 gauges on its tributaries in the multi-year period 1971–2010. The paper consists of three main parts: in the first part, in order to recognize changes in the flow regime characteristics along the Vistula, data from gauges located on the river mainstream were analyzed with the help of the theory of entropy. In the second part gauging stations on the Vistula mainstream and its tributaries were grouped; values of the newly introduced pentadic Pardé’s coefficient of flow (discharge) (PPC) were taken as the grouping criterion. In the third part of the study a novel method of determining river regime characteristics was applied: through the recognition of the temporal structure of hydrological phenomena and their changes in the annual cycle sequences of hydrological periods (characteristic phases of the hydrological cycle) on the Vistula River mainstream and its tributaries were identified and their occurrence in the yearly cycle was discussed. -
Influence of Hydrologic Alteration on Sediment, Dissolved Load
resources Article Influence of Hydrologic Alteration on Sediment, Dissolved Load and Nutrient Downstream Transfer Continuity in a River: Example Lower Brda River Cascade Dams (Poland) Dawid Szatten * , Michał Habel and Zygmunt Babi ´nski Institute of Geography, Kazimierz Wielki University, 85-064 Bydgoszcz, Poland; [email protected] (M.H.); [email protected] (Z.B.) * Correspondence: [email protected]; Tel.: +48-52-349-62-50 Abstract: Hydrologic alternation of river systems is an essential factor of human activity. Cascade- dammed waters are characterized by the disturbed outflow of material from the catchment. Changes in sediment, dissolved load and nutrient balance are among the base indicators of water resource monitoring. This research was based on the use of hydrological and water quality data (1984–2017) and the Indicators of Hydrologic Alteration (IHA) method to determine the influence of river regime changes on downstream transfer continuity of sediments and nutrients in the example of the Lower Brda river cascade dams (Poland). Two types of regimes were used: hydropeaking (1984–2000) and run–of–river (2001–2017). Using the IHA method and water quality data, a qualitative and quantitative relationship were demonstrated between changes of regime operation and sediment and nutrient balance. The use of sites above and below the cascade made it possible to determine Citation: Szatten, D.; Habel, M.; sediment, dissolved load, and nutrient trapping and removing processes. Studies have shown that Babi´nski,Z. Influence of Hydrologic Alteration on Sediment, Dissolved changes in operation regime influenced the supply chain and continuity of sediment and nutrient Load and Nutrient Downstream transport in cascade-dammed rivers. -
Cochlearia Polonica Fröhl
Vol. 79, No. 3: 255-261, 2010 ACTA SOCIETATIS BOTANICORUM POLONIAE 255 COCHLEARIA POLONICA FRÖHL. (BRASSICACEAE), A NARROW ENDEMIC SPECIES OF SOUTHERN POLAND: HISTORY OF CONSERVATION EFFORTS, OVERVIEW OF CURRENT POPULATION RESOURCES AND GENETIC STRUCTURE OF POPULATIONS EL¯BIETA CIELAK 1, R Ó¯A KAMIERCZAKOWA 2, M ICHA £ RONIKIER 1 1 W. Szafer Institute of Botany, Polish Academy of Sciences Lubicz 46, 31-512 Kraków Poland e-mail: [email protected] 2 Institute of Nature Conservation, Polish Academy of Sciences Mickiewicza 33, 31-120 Kraków Poland (Received: December 10, 2009. Accepted: April 4, 2010) ABSTRACT Cochlearia polonica Fröhl. (Brassicaceae) is one of the rarest species in the Polish and European flora and a taxon endemic to a very small area in southern Poland. Due to industrial activities and subsequent transforma- tion of habitats it was extinct in all natural localities around 1994. The persistence of the species was ensured thanks to the active protection efforts including a series of transplantations based on the material from the last and decreasing natural population. The history of conservation efforts of C. polonica provides a model example of successful active protection in the European flora. Here, we provide a complete review comprising the following aims: (i) outline of the discovery and taxonomic conceptions on C. polonica , (ii) review of conservation efforts ai- med at preserving its populations, (iii) description of the existing population resources, and (iv) analysis of the ge- netic structure of all existing populations based on previously published data and new, supplementary results. KEY WORDS: Cochlearia polonica , endemic species, transplantation, introduced population, conser - vation, genetic variation, genetic structure, AFLP. -
Bydgoszcz Water Supply and Sewerage Project
ISPA INFORMATION SHEET No. 2000/PL/16/P/PE/001 Measure title: Bydgoszcz water supply and sewerage project Authorities responsible for implementation 3.1. Name: Ministry for Environment 3.2. Address: ul. Wawelska 52/54 00-922 Warsaw, Poland 3.1.1 Name: National Fund for Environmental Protection and Water Management 3.2.2 Address: Konstruktorska 3A 00-673 Warsaw, Poland Description Bydgoszcz is the eight largest city in Poland with a population of 390,000. The city’s waste water is a major source of pollution of the Brda and Vistula rivers and of the Baltic Sea 150km away. The Polish environment strategy for ISPA identifies Bydgoszcz as one of the priority centres for pollution abatement in the Vistula basin. Accordingly, the proposed project should be seen in the context of the priority for ISPA to ensure that waste water treatment in compliance with the Urban Waste Water Directive is provided as soon as possible for the main cities in the Vistula basin, Krakow, Warsaw, Torun and Bydgoszcz. The city has already made significant investments in two major waste water treatment plants which are currently close to completion. At present only 25% of all waste water is treated but this will rise to 95% after the completion of the treatment plants and the implementation of the waste water part of the project which consists of the provision of a main collector and associated pumping stations to intercept the outfall to the Brda river and to transport effluent to the new treatment plants, replacement of the main pumping station K1, renovation of the existing sewer network and extension of the network into six area of the city currently without sewers.