9 research outputs found
Pseudopomatias harli Pall-Gergely, n. sp.
No full text<i>Pseudopomatias harli</i> Páll-Gergely, n. sp. <p>Fig. 9 I</p> <p> <i>Pomatias Himalayanae</i> (sic!) (partim)— Godwin-Austen 1876: p. 181. <i>Pseudopomatias himalayae</i> (partim)— Gude 1921: p. 159.</p> <p> <b>Diagnosis.</b> A small, turriform, "solid" species with weak sculpture on the neck region.</p> <p> <b>Description.</b> Shell small, greyish-yellowish to light brown, turriform; the 6.25–6.75 (n=5) rather bulging whorls are separated by deep suture; protoconch consists of two whorls, the first 0.75–1 whorl is very finely granulated, than it becomes very finely, regularly ribbed; teleoconch regularly, very finely ribbed; ribs gradually weaken on the last whorl; very weak ribs are visible on the neck region of most shells, whereas in the minority of shells the last quarter of whorl is smooth; whole shell with very fine spiral lines; aperture rounded with slightly angled columellar-parietal transition and sharply angled parietal-palatal transition; apertural rim slightly thickened and not, or very slightly reflexed; parietal callus weak; the boundary between the two circles of the rim is usually hardly visible.</p> <p> <b>Measurements (in mm).</b> H: 4.6–7.1, D: 2.6–3.5 (n=5).</p> <p> <b>Differential diagnosis.</b> <i>P. harli</i> <b>n. sp.</b> differs from <i>P. h i m al ay a e</i> by the blunter ribs and the smoother area (approximately a quarter of whorl) behind the aperture. In most cases <i>P. himalayae</i> has a thicker apertural rim and stronger callus, more slender shell and deeper suture. <i>P. pleurophorus</i> is larger and has a more corpulent shell, and its shell is almost smooth behind the apertural margin, whereas that area is usually ribbed in <i>P. ha r l i</i> <b>n. sp.</b> See also under <i>P. abletti</i> <b>n. sp.</b>, <i>P. reischuetzi</i> <b>n. sp.</b>, <i>P. s i y o m e ns i s</i> and <i>P. prestoni</i> <b>n. sp.</b> and Table 5.</p> <p> <b>Material.</b> Damsang Peak, W Bhutan, Godwin-Austen coll, NHMUK 20130421.1 (holotype), NHMUK 20130421.2–229 (228 adult shells = paratypes), NHMUK 20130421.230–435 (206 juvenile /broken shells= not paratypes) (mixed sample with <i>P. prestoni</i> <b>n. sp.</b>); Richila Peak, Sikhim, NHMUK 1903.7.1.3468/9 paratypes; Sikkim, Himalayas, NHMUK 1888.12.4.338–340/3 paratypes (mixed sample with <i>P. himalayae</i>); Darjiling, Godwin-Austen coll, NHMUK 1903.7.1.3955.4 (1 paratype; mixed sample with <i>P. himalayae</i>); Rissom Peak, Darjeeling, Bhutan, leg. W. Robert, 1882, Godwin-Austen coll, NHMUK 20130411.3 (one paratype; mixed sample with <i>P. himalayae</i>); Himalayas, E. R. Sykes coll, Acc. no. 1825, NHMUK 20130413.2 (one paratype; mixed sample with <i>P.</i> cf. <i>himalayae</i> and <i>P. prestoni</i> <b>n. sp.</b>); Singtam-Sikhim, NHMUK 1906.1.1.1004.5–11 (7 paratypes), NHMUK 1906.1.1.1004.12–19 (8 not paratypes =juveniles; mixed sample with <i>P. himalayae</i>); Cherra Poonjee & Kangbun, Godwin-Austen Collection, NHMUK 1903.7.1.3365.1 (1 adult = paratype), NHMUK 1903.7.1.3365.2–3 (2 juveniles =not paratypes) (mixed sample with <i>P. pleurophorus</i>); Damsang, Godwin-Austen coll, NHMUK 20130417/1 paratype; Rissom, Godwin-Austen coll, NHMUK 20130418.1–3 (3 adults = paratypes), NHMUK 20130418.4–6 (3 juveniles = not paratypes); Rissom Peak, Sikkim, Godwin-Austen coll, NHMUK 20130419.1–4 (4 paratypes), NHMUK 20130419.5–11 (7 juveniles =not paratypes); Damsang Peak, Godwin- Austen coll, NHMUK 20130420/1 paratype; Barowli Gorge, Aka Hills, NHMUK 1903.7.1.1587/10 paratypes; Valley east of Cherra Poonjee, NHMUK 1903.7.1.1588/1 (with regular ribs on the neck region, not paratype); Toruputu Peak, 7000, Dafla, NHMUK 1903.7.1.3746/1–3 (3 paratypes), NHMUK 1903.7.1.3746/4–8 (5 shells, with few strong ribs on the neck, labelled as cf. <i>harli</i>, not paratypes); Rissom Peak, Sikkim, NHMUK 1903.7.1.3469/1 paratype (mixed sample with <i>P. prestoni</i> <b>n. sp.</b>); Damsang Peak, Sikkim, W Bhutan, leg. Godwin- Austen, NHMUK 20130423/1 paratype (mixed sample with <i>P. prestoni</i> <b>n. sp.</b>).</p> <p> <b>Type locality.</b> Damsang Peak, W Bhutan.</p> <p> <b>Etymology.</b> The new species is dedicated to and named after Josef Harl, Austrian biologist and malacologist, the friend of the first author.</p> <p> <b>Distribution.</b> Most samples were collected in Sikkim (Rissom Peak, Richila Peak, Damsang Peak), whereas some others were labelled as being collected in Dafla Hills (southern Arunachal Pradesh), Cherrapunji and Kangbun (Meghalaya state) (see also Fig. 2 and Table 3).</p> <p> <b>Remarks.</b> In museum collections <i>Pseudopomatias harli</i> <b>n. sp.</b> was frequently in mixed lots with <i>P. himalayae</i> and <i>P. prestoni</i> <b>n. sp.</b> In one sample, <i>P. h ar l i</i> <b>n. sp.</b> was mixed with <i>P. pleurophorus</i>.</p>Published as part of <i>Páll-Gergely, Barna, Fehér, Zoltán, Hunyadi, András & Asami, Takahiro, 2015, Revision of the genus Pseudopomatias and its relatives (Gastropoda: Cyclophoroidea: Pupinidae), pp. 1-49 in Zootaxa 3937 (1)</i> on pages 22-23, DOI: 10.11646/zootaxa.3937.1.1, <a href="http://zenodo.org/record/237131">http://zenodo.org/record/237131</a>
Automatic symbols using Trimble Business Center
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Geodeesia, kinnisvara- ja maakorralduse õppekavalKäesoleva uurimistöö eesmärk on analüüsida geodeetilist sisetarkvara Trimble Business
Center. Keskendutud on eelnimetatud programmi automaatselt leppemärkide
importimisele välimõõtmistel tehtud koodidega. Uuritud on veel tarkvara lisavõimalusi ja
sobivust Eesti majandus- ja taristuministri poolt välja antud nõuetele. Välja on toodud ka
hinnavõrdlus teiste konkureerivate tarkvaradega nagu seda on AutoCad ja MicroStation.
Uurimisel kasutati erinevaid Trimble Business Center juhendeid ja inglise keelseid
manuaale, et läbi viia analüüs programmi mugavuste kohta. Kogu leppemärkide
automaatse importimise protsess viidi läbi töö autori poolt. Lisaks sellele uuriti ka
joonetüüpide ja tekstikirjete automaatset lisamist. Lõputöö praktilises pooles valmis selle
kohta ka lühijuhend, kus tuuakse detailselt välja kogu protsess leppemärkide sidumisele
koodidega.
Uurimistöö lõpus saab järeldada, et Trimble poolt pakutav tarkvara on Eestis kasutamiseks
kõlbulik. Trimble Business Center omab tarkvaras võimalusi leppemärkide importimiseks
ja hilisemateks DWG faili eksportimisteks, mistõttu on seda väga mugav kasutada.
Järeldada saab seda, et ei pea levinumaid programme kasutama kui need on kallimad või
keerukamad. Nimetatud lühijuhendit saab kasutada edaspidistes õpingutes geodeetilistes
valdkondades.The aim of the scientific article was to give an understanding of Trimble Business Center
program. The focus was on importing symbols automatically to the program. It was
possible to link surveying codes with symbols to make drafting easier. Author studied the
programs additional features and suitability with Estonian Economic Affairs and
Infrastructure Ministers requirements. There was also brought out price comparison with
other competing programs like AutoCad and MicroStation.
In this study, the author used different Trimble Business Center instructions and manuals
in English to analyze programs features and amenities. Whole automatic symbol importing
process was done by the author. Also, it was studied how to import automatically line
types and texts linked to point codes. Short tutorial was made in the practical side of the
study. In the short tutorial, the author brought out how to link symbols with codes
explicitly. Trimble Business Center is perfectly suitable program to use in Estonian
geodetic fields. The program has to be chosen by its additional features and handiness.
Aforementioned program has features to import symbols automatically and to export
different file formats.
In conclusion, to work in geodetic fields people do not have to buy expensive and difficult
programs. It is possible to learn new ones and start making life easier with Trimble
Business Center. This short manual can be used to learn or teach the programs features
Accuracy and efficiency of HadNet network
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Geodeesia ja maakorralduse õppekavalBakalaureusetöö eesmärgiks oli uurida, kui täpne ja efektiivne on HadNet GNSS
püsijaamadevõrk. Töös on pööreatud tähelepanu eeskätt kõrguslikule täpsusele.
Eestis on tavakasutajatele GNSS võrguteenuse pakkujaid kaks ja kuna maamõõtjatele on
kõrguslik täpsus ja töö efektiivus väga oluline, siis on aktuaalne ka nende võrkude kohta
käivad uurimused. HadNet püsijaamade võrgu täpsuse uuringute kohta on üpris vähe
informatsiooni ning see sai ajendiks lõputöö teema valikul. Teenus tugineb Topcon VRS
põhimõttel.
Eesmärgi saavutamiseks viidi töö autori poolt läbi Võrgu RTK mõõtmised viiel erineval II
klassi Riigi geodeetilise põhivõrgu punktil kasutades selleks HadNet püsujaamade võrku.
Mõõtmisteks kasutati Trimble R8s GNSS vastuvõtjat ning Trimble TSC3 väliarvutit. Igal
punktil on tehtud mitu mõõtmist ja hinnatud tulemusi. Selgus et suurim juhuslik viga tuli
4,9 sm, kui krv kõigist mõõtmistest oli 2,4 cm. Lisaks on analüüsitud ka kaastudengite ja
juhendaja sarnaseid mõõtmisi.The purpose of this bachelor thesis was to explore how accurate and effective is HadNet
GNSS network. This thesis was focused on height accuracy.
In Estonia, there are two GNSS network providers for ordinary users. For land surveyors,
the hight accuracy and work effectivity are very importand and that's why those studies
about GNSS networks are actual. There is only a little information available about the
accuracy of HadNet network, which is the reason of choosing this topic for this thesis. The
service is based on the Topcon VRS principle.
To fulfil this objective, the author of this thesis carried out Network RTK measurements on
five different Estonian national II class geodetic point using HadNet GNSS network,
Trimble R8s receiver and Trimble TSC3 field computer. On each point, several
measurements were made and results were evaluated. Results revealed that the biggest
random height error was 4,9 cm. The root-mean-square error in all measurements
combined was 2,4 cm. In addition, similar measurements of co-students and tutor have
been analysed
Quick prism finding by operating total station remotely
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Geodeesia, kinnisvara- ja maakorralduse õppekavalTänapäeval on geodeetiliste tööde käigus mõõtmiste kiirus muutunud mitte vähem oluliseks
kui mõõtmiste täpsus. Teiseks on tähtis võimalus mõõta üksinda. Tihtipeale juhtub selline
olukord, kui geodeet või maamõõtja kulutavad palju aega prisma otsimisele, kui ühendus
tahhümeetri ja prisma vahel kaob ära. Seega paljud geodeetiliste instrumentide potentsiaalsed
ostjad pööravad just kiirustegurile tähelepanu.
Uurimistöö eesmärk oli välja selgitada Topcon GT Series, Trimble S6 ja Leica TS16
tahhümeetrite prisma kiireleidmise võimalused.
Uurimismetoodikaks olid praktilised mõõtmised, kus mõõdeti aega prismale lukustumiseni.
Valitud testpunktid paiknesid tahhümeetrist erinevatel kaugustel: 2 m, 10m ja 25m. Igas
punktis mõõdeti prisma otsimise ja automaatsuunamise kiirust kolm korda, sõltuvalt
tahhümeetri okulaari pöördenurgast seisupunktis (0°, 90° ja 180°). Kiirust mõõdeti stopperiga
ehk stopperi abil saavutati ajaandmed, mille põhjal selgus, mis tahhümeeter on kõige kiirem
prisma leidmisel. Mõõtmised viidi läbi autori poolt Tallinnas ja Tartus. Testpunktid valiti
lagedal ja tasapinnalisel alal, et takistavate objektide mõju vähendada. Mõõtmised tehti kahe
erineva automatiseeritud tahhümeetriga: Topcon GT Series ja Trimble S6. Selgus, et
tahhümeetril kulub prisma otsimisele GPS abil umbes 5-13 sekundit, sõltuvalt tahhümeetri
asendist.Today, in the course of geodetic work, the speed of measurements has become no less
important than the accuracy of measurements. Most important is remote control. It often
happens when a surveyor spends a lot of time searching for a prism when the connection
between the total station and the prism is lost. In this way, the speed factor becomes very
important when many potential buyers start searching for the most efficient instrument.
The aim of the research was to find out the possibilities of prism quick finding by using Topcon
GT Series, Trimble S6 and Leica TS16 total stations.
The research methodology were test measurements where time was analized. Chosen test
points were located at different distances from the total station: 2 m, 10 m and 25 m. Each point
was measured three times, depending on the angle of rotation of the total station's eye (0 °, 90
° and 180 °). At the same time, a stopwatch was used to fix the time of prism locking. Thanks
to the data obtained from the stopwatch, it was possible to find out which total station and
technology were the fastest in finding prism. Measurements were carreid out in Tallinn and
Tartu and were performed by the author. Test points were selected in an open and flat area to
reduce the effect of obstructions. The measurements described earlier were made by two
different total stations: Topcon GT Series and Trimble S6. As results, tracking times from 5 to
13 seconds were achived
The precision of the height determination under trees by RTK GNSS receivers Trimble R8s and South V2
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Geodeesia, kinnisvara- ja maakorralduse õppekavalGNSS-vastuvõtjaid kasutatakse tänapäeval üha rohkem, kui tahhümeetreid piiripunktide mõõdistamisel, ja ka rasketes oludes, näiteks puude all. Samuti kasutatakse GNSS vastuvõtjaid kõrguste määramisel. Käesolev töö uurib, kui täpselt saab mõne kindla GNSS-seadmega, näiteks Trimble R8s ja South V2, mõõta kõrgusi puude all. Selleks on GNSS-seadmetega mõõdetud tulemusi võrreldud geomeetriliselt nivelleeritud tulemusega, mis on üks täpsemaid kõrguse mõõdistamise viise. Algselt valiti testpunkti asukoht, mis on Metsamaja lähedal puude all olev platvorm. Mõõtmisel on kasutatud GNSS seadet Trimble R8s koos Trimble TSC5 väliarvutiga ja South V2 seadet koos Ulefone Armor 14-ga. Mõõtmisel on salvestatud iga sekund. Trimble R8s seadmel oli seadistatud kaks erinevat mõõtmisprofiili: GPS+GLONASS ning GPS+GLONASS+Galileo. Mõõtmine kestis Trimble R8s korral 1000 sekundit. South V2-l mõõtmisprofiil otseselt puudus, aga satelliitsüsteemide kombinatsioonid olid järgnevad: GPS+GLONASS, GPS+GLONASS+Galileo ning GPS+GLONASS+Galileo+BeiDou. Mõõtmine kestis South V2 seadmel 600 sekundit. Mõõtmisi tehti kokku kolmel erineval päeval. Mõõtmistel kogutud andmetest leiti keskmised kõrgused ning neid võrreldi nivelleeritud kõrgusega. Tulemus seadmega Trimble R8s ja mõõtmisprofiiliga GPS+GLONASS+Galileo erines nivelleeritud tulemusest vaid -0.0035 m. Mõlema seadme absoluutsed vead jäid alla 3 cm kõigi satelliitsüsteemide kombinatsioonide korral. Standardhälbed olid umbes 1 cm, paremat tulemust puude alla ei saavutatud. Selgus, et nii South V2 kui ka Trimble R8s võib kasutada täpse kõrguse mõõdistamiseks.Today, GNSS receivers are used more and more than total stations for surveying boundary points, as well as under trees. GNSS receivers are also used to determine heights. This thesis investigates how accurately GNSS devices such as Trimble R8s and South V2 can measure heights under trees. For this purpose, the results measured by GNSS devices have been compared against the geometrically levelled result, which is one of the most accurate ways for height determination. The location of the test point was chosen on the platform under the trees near Metsamaja. GNSS device Trimble R8s with Trimble TSC5 controller and South V2 with Ulefone Armor 14 have been used for the measurements. Measured heights have been recorded during the measurement after every second. Two different measurement profiles were configured on the Trimble R8s device: GPS+GLONASS and GPS+GLONASS+Galileo. The measurement lasted 1000 seconds with Trimble R8s. South V2 did not directly have a measurement profile, but the combinations of satellite systems were as follows: GPS+GLONASS, GPS+GLONASS+Galileo and GPS+GLONASS+Galileo+BeiDou. The measurement lasted 600 seconds on the South V2 device. Measurements were made on three different days. Average heights were found from the data collected during the measurements and compared by the levelled height. The result of the Trimble R8s device and the GPS+GLONASS+Galileo measurement profile differed from the levelled result only -0.0035 m. The absolute errors of both devices were below 3 cm for all combinations of satellite systems. Standard deviations were about 1 cm, and no better result was achieved under trees. As a result, the author has found that both GNSS devices the South V2 and the Trimble R8s GNSS receiver could be used for accurate determinations of the elevations
Analisis Sistem Informasi Persediaan Obat Menggunakan Metode Fifo Pada Puskesmas Punggur Berbasis Clien Server
No full textPuskesmas Punggur Kabupaten Kubu Raya merupakan pelayanan kesehatan desa yang mencakup pemeriksaan kesehataan dan pengobatan serta pelayanan imunisasi. Ketersediaan obat di puskesmas menjadi salah satu peran penting dalam kelangsungan proses penyembuhan pasien. Masalah yang sering di hadapi Puskesmas Punggur adalah sering adanya obat yang expired tidak cepat di ketahui oleh petugas obat karena pada penempatan obat tidak disesuaikan penempatan obat yang akan expired duluan. Puskesmas Punggur Kabupaten Kubu Raya saat ini belum menerapkan sistem terintegrasi yang menghubungkan antar bagian seperti bagian apoteker dengan bagian gudang obat. Melihat Permasalahan tersebut penulis merancang sebuah sistem informasi persediaan obat berbasis client server agar dapat membantu kinerja petugas Puskesmas Punggur dalam pengolahan dan penyimpanan data. Penulis akan membuat sistem informasi persediaan obat menggunakan software Visual Basic.Net dengan database SQL server untuk membantu kinerja petugas dalam mengola data. Dengan adanya sistem informasi persediaan obat diharapkan mampu memberikan laporan-laporan persediaan dengan cepat dan akurat, serta dapat memberitahukan apabila ada obat yang akan expired, adanya sistem informasi persediaan obat agar pasien tidak kecewa, tingkat keaman dapat terjamin karena pada saat masuk ke sistem karena terdapat password. Dengan adanya database yang berbasis clien server maka tiap-tiap user akan lebih efektif pada saat bekerja.Kata kunci: Sistem Informasi persediaan, Database, Client Serve
Immediacy Premium: A Linear Estimator of Hyperbolic Delay Discounting Rate (k).
No full textabstract: The estimation of delay discounting rates (k) typically assume that the relative subjective value of a reinforcer declines as a reciprocal function of its delay. Despite the prevalence, estimates of k based on least-squares fits of relative subjective value to the hyperbolic discount function appear to have serious limitations. This curve-fitting method provides curves, which when averaged, may not accurately reflect the individual subjects’ data. The present study used the hyperbolic discounting function to derive a new dependent measure, termed immediacy premium, which is a linear function of delay. By averaging linear rather than reciprocal functions, the averaged data are more representative of individual data, and comparisons between mean data across treatments or samples is more meaningful. Based on data published, the assumptions of least-square based estimates were evaluated for estimation methods based on relative subjective value and immediacy premiums. This analysis yielded mixed support for each method, thus advising for the implementation of both methods when drawing inferences on treatment effects and population differences
THE INFLUENCE OF THE WORK ENVIRONMENT, CONFLICT, AND WORK DISCIPLINE ON THE EMPLOYEE PERFORMANCE IN DINAS PEKERJAAN UMUM DAN PENATAAN RUANG DAERAH PROVINSI SULAWESI UTARA
Get PDFThe purpose of this study is the author wants to know how the influence of the Work Environment, Conflict and Discipline Work on the Performance of employees in Dinas Pekerjaan Umum dan Penataan Ruang Daerah Provinsi Sulawesi Utara.
In this study, the authors used quantitative research methods. The data collection technique for this study was to distribute questionnaires to employees with a total sample of 162 respondents in the Department of Public Works and Spatial Planning in North Sulawesi Province. This research uses Multiple Linear Regression analysis method and then this data will be processed using the SPSS (Statistics Packet for the Social Sciences) 24 application.
The results of this research show that in the partial test the work environment and conflict variables have an effect but not significantly on the performance of employees in the public works department and the spatial planning in North Sulawesi Province. While the work discipline variables influence and significantly affect the performance of employees in the Department of Public Works and Regional Spatial Planning of North Sulawesi Province.
Keywords: Work Environment, Conflict and Work Discipline, Employee Performance
Pseudopomatias reischuetzi Pall-Gergely, n. sp.
No full textPseudopomatias reischuetzi Páll-Gergely, n. sp. Fig. 10 H Diagnosis. A small to medium sized, glossy, rather spindle-shaped species with almost smooth neck region, rather triangular aperture (strongly angled parietal-palatal transition) and weak peristome margin. Description. Shell greyish-yellowish, glossy, spindle shaped, widest at the penultimate whorl; the 7.25–8 (n= 4) bulging whorls are separated by deep suture; protoconch consists of 1.5 whorls, the first half is very finely granulated, the remaining part is very finely, regularly ribbed; teleoconch also regularly, very finely ribbed; ribs low, not sharp; on the last half whorl the ribbed surface turns into a rather smooth surface having irregular growth lines; shell surface without spiral lines; aperture rather triangular, with smoothly angled columellar-parietal transition and sharply angled parietal-palatal transition; apertural rim slightly thickened and very slightly reflexed, consists of two circles; the inner circle is sharp in front and conspicuously protruding; the outer one being wider; parietal callus normally developed; there are 2–3 inner palatal plicae visible above the umbilicus through the translucent shell. Measurements (in mm). H: 7.3–8.9, D: 3.3–3.7 (n= 3). Differential diagnosis. P. reischuetzi n. sp. differs from P. harli n. sp. and P. pleurophorus by the presence of plicae inside the last whorl, the more slender, spindle-shaped shell, the triangular aperture and the absence of spiral sculpture. P. h i m al ay a e is smaller, has much stronger and sharper ribs, especially on the neck region, it has a rounded aperture and also lacks the plicae. See also under P. si yomensis. Material. Lhota Naga, Godwin-Austen coll., NHMUK 1903.7.1.1549/ 1 (holotype), NHMUK 1903.7.1.1549/ 2–4 (3 paratypes). Type locality. Lhota Naga. Etymology. The new species is dedicated to and named after Alexander Reischütz, Austrian malacologist, the friend of the first author. Distribution. Only the type series is known, which was collected in "Lhota Naga", Naga Hills. See also Fig. 2 and Table 3. Remarks. There may be more, deeper situated plicae within the last whorl that are visible only by breaking the shells (see Notes on useful shell characters).Published as part of Páll-Gergely, Barna, Fehér, Zoltán, Hunyadi, András & Asami, Takahiro, 2015, Revision of the genus Pseudopomatias and its relatives (Gastropoda: Cyclophoroidea: Pupinidae), pp. 1-49 in Zootaxa 3937 (1) on pages 27-28, DOI: 10.11646/zootaxa.3937.1.1, http://zenodo.org/record/23713
