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Wesley Guard Lyttle

Wesley Guard Lyttle (real name Wesley Greenhill Lyttle, pseudonym Robin, 15 April 1844 – 30 October 1896) was an Irish newspaper publisher, writer and editor water bottle reusable.

He was born in Newtownards, County Down. He worked as a junior reporter, schoolteacher, and editor waterproof smartphone pouch, among other occupations. He was well known as an entertainer, often in the guise of his alter-ego “Robin”, a jovial country farmer who regaled his audiences in Ulster-Scots dialect. For most of the 1870s Lyttle lived in Belfast where he began to write and perform his humorous monologues. From 1880 he owned and edited the North Down Herald. Lyttle moved the newspaper to Bangor in 1883 where it became the North Down Herald and Bangor Gazette, a strong Liberal and Home Rule paper. He published his humorous monologues as Robin’s Readings and continued to give public performances.

Lyttle is probably best remembered today for his novel Betsy Gray, or, The Hearts of Down mexican lime squeezer. It first appeared in serial form in the Herald, beginning on 7 November 1885. It is a semi-historical account of Betsy Gray, a Presbyterian peasant girl who became a leader of the pikemen in the front ranks at the Battle of Ballynahinch, during the Irish rebellion of 1798. Lyttle provides a vivid, if not entirely historically accurate, account of the Rebellion in County Down, and the events immediately leading up to the insurrection.

His name is usually given as Wesley Guard Lyttle, due to an error in his obituary in the Belfast News-Letter, 2 November 1896.

Infiltration/Inflow

Infiltration/Inflow (I/I) causes dilution in sanitary sewers. Dilution of sewage decreases the efficiency of treatment, and may cause sewage volumes to exceed design capacity. Although inflow is technically different from infiltration, it may be difficult to determine which is causing dilution problems in inaccessible sewers. The United States Environmental Protection Agency defines the term infiltration/inflow as combined contributions from both.

Early combined sewers used surface runoff to dilute waste from toilets and carry it away from urban areas into natural waterways. Sewage treatment can remove some pollutants from toilet waste, but treatment of diluted flow from combined sewers produces larger volumes of treated sewage with similar pollutant concentrations. Modern sanitary sewers are designed to transport domestic and industrial wastewater directly to treatment facilities without dilution soccer socks online.

Groundwater entering sanitary sewers through defective pipe joints and broken pipes is called infiltration. Pipes may leak because of careless installation; they may also be damaged after installation by differential ground movement, heavy vehicle traffic on roadways above the sewer, careless construction practices in nearby trenches buy online water bottle, or degradation of the sewer pipe materials. In general, volume of leakage will increase over time. Damaged and broken sewer cleanouts are a major cause of infiltration into municipal sewer systems.

Infiltration will occur where local groundwater elevation is higher than the sewer pipe. Gravel bedding materials in sewer pipe trenches act as a French drain. Groundwater flows parallel to the sewer until it reaches the area of damaged pipe. In areas of low groundwater, sewage may exfiltrate into groundwater from a leaking sewer.

Water entering sanitary sewers from inappropriate connections is called inflow. Typical sources include sump pumps, roof drains, cellar drains, and yard drains where urban features prevent surface runoff, and storm drains are not conveniently accessible or identifiable. Inflow tends to peak during precipitation events, and causes greater flow variation than infiltration. Peak flows caused by inflow may generate a foul flush of accumulated biofilm and sanitary solids scoured from the dry weather wetted perimeter of oversized sewers during peak flow turbulence. Sources of inflow can sometimes be identified by smoke testing. Smoke is blown into the sewer during dry weather while observers watch for smoke emerging from yards, cellars all jersey, or roof gutters.

Dilution of sewage directly increases costs of pumping and chlorination, ozonation, or ultraviolet disinfection. Physical treatment structures including screens and pumps must be enlarged to handle the peak flow. Primary clarifiers must also be enlarged to treat average flows, although primary treatment of peak flows may be accomplished in detention basins. Biological secondary treatment is effective only while the concentration of soluble and colloidal pollutants (typically measured as biochemical oxygen demand or BOD) remains high enough to sustain a population of microorganisms digesting those pollutants. Secondary treatment is expected to remove 85 percent of soluble and colloidal organic pollutants from sewage containing 200 mg/L BOD water bottle reusable; but BOD removal by conventional biological secondary treatment becomes less effective with dilution and practically ceases as BOD concentrations entering the treatment facility are diluted below about 20 mg/L. Unremoved organics are potentially converted to disinfection by-products by chemical disinfection prior to discharge.

High rates of infiltration/inflow may make the sanitary sewer incapable of carrying sewage from the design service area. Sewage may back up into the lowest homes during wet weather, or street manholes may overflow.

Smoke test results may not correlate well with flow volumes; although they can identify potential problem locations. Where sewage flow is expected to be relatively uniform, significance of infiltration and inflow may be estimated by comparison of sewage flow at the same point during wet and dry weather or at two sequential points within the sewer system. Small areas with large flow differences can be identified if the sewer system provides adequate measuring locations. It may be necessary to replace a section of sewer line if flow differences cannot be corrected by removing identified connections.

Grüntegernbach

Koordinaten:

Grüntegernbach ist ein Ortsteil der Stadt Dorfen im Landkreis Erding. Das etwa 500 Einwohner große Dorf liegt im Tal des Baderbächleins, in der Mitte zwischen Dorfen und Buchbach. Bis zum 31. Dezember 1971 war der Ort eine eigene Gemeinde und tat sich dann mit Wasentegernbach zur Gemeinde Tegernbach zusammen, bevor sie sich im Zuge der Gebietsreform am 1. Mai 1978 der Stadt Dorfen anschlossen. Zur zuletzt 686 Einwohner zählenden Gemeinde gehörten unter anderem die Weiler Loiperstätt, Grünbach, Anzing, Urtlfing und Englschalling.

Der Ort wird 791 erstmals (Actum est haec in Loco Tegarinuuac) erwähnt. In den folgenden Jahrhunderten gibt es einen Schenkungs-Besitzerwechsel von Grüntegernbach. Im 16. Jahrhundert erscheinen die Marschälle von Pappenheim als Besitzer der Hofmark Grün(Inner)tegernbach. Nach ihnen folgten die von Haunsperg und die von Gobels water bottle reusable, anschließend gehörte die Hofmark (ohne einen Sitz) bis zur Säkularisation dem Fürstpropstei Berchtesgaden. 1979 musste die Pfarrei mit den Nachbarpfarreien Buchbach, Ranoldsberg und Walkersaich aus Priestermangel einen Pfarrverband bilden und 1968 wurden die Schulen von Grüntegernbach und Eibach vereinigt.

Die Kirche ist ein stattlicher spätgotischer Bau des 15. Jahrhunderts. Das Gotteshaus mit einem hohen Spitzturm (bis 1897 mit Zwiebelbekrönung) wurde 1877 durch ein westliches Joch verlängert. Die innere Raumaufteilung stellt sich wie folgt dar: Dem breiten Hauptschiff zu fünf Langhaus- und zwei Chorjochen (mit 3/8-Schluss) sind auf beiden Seiten niedrige seitenschiffartige Erweiterungen beigefügt worden. Die Kirche besitzt ein Netzrippengewölbe. An den oberen Hauptschiffwänden sind Fresken von 1952 die elf Szenen aus Heiligenlegenden darstellen papain in meat tenderizer. Die sonstige Innenausstattung ist neugotisch von der Kirchenumgestaltung ab 1877: Hochaltar (1878), Seitenaltäre (1878), Kanzel (1877) und Chorgestühl (1880), Orgel (2012, Orgelbau Linder).

Die etwa 1200 m östlich gelegene Kirche ist ein barocker Bau mit spätgotischem Kern (15 pro goalie gloves. Jahrhundert) und war eine lokal aufgesuchte Wallfahrtskirche. Der Bau hat insgesamt drei Joche mit 3/8-Schluss glass bottles. Im Inneren sehenswert ist ein spätbarocker Choraltar von 1720, eine barocke Empore und Rokoko-Chorgestühl von 1765.

Die spätromanische Kirche aus dem 12. Jahrhundert liegt 1350 m nordöstlich. Die Südseite des 3-jochigen Langhauses schmückt ein Rundbogenfries. Nördlich des 1-jochigen Chors mit 3/8-Schluss befindet sich der Satteldachturm (beide spätgotisch). Erwähnenswert ist der hochbarocke Hochaltar um 1670, das hochbarocke Chorgestühl und das Netzgewölbe im Chor.

Das neuere Schulhaus Grüntegernbach ist ein spät-gründerzeitlicher Bau von 1904, am NO-Eck ein Spitzhelmturm.

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