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Journal articles on the topic 'Crooked River Project (Or.)'

Author: Grafiati

Published: 4 June 2021

Last updated: 17 February 2022

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1

Harrison-Buck, Eleanor, and Sara Clarke-Vivier. "Making Space for Heritage: Collaboration, Sustainability, and Education in a Creole Community Archaeology Museum in Northern Belize." Heritage 3, no. 2 (May 31, 2020): 412–35. http://dx.doi.org/10.3390/heritage3020025.

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Working with local partners, we developed an archaeology museum in the Creole community of Crooked Tree in the Maya lowlands of northern Belize. This community museum presents the deep history of human–environment interaction in the lower Belize River Watershed, which includes a wealth of ancient Maya sites and, as the birthplace of Creole culture, a rich repository of historical archaeology and oral history. The Creole are descendants of Europeans and enslaved Africans brought to Belize—a former British colony—for logging in the colonial period. Belizean history in schools focuses heavily on the ancient Maya, which is well documented archaeologically, but Creole history and culture remain largely undocumented and make up only a small component of the social studies curriculum. The development of a community archaeology museum in Crooked Tree aims to address this blind spot. We discuss how cultural sustainability, collaborative partnerships, and the role of education have shaped this heritage-oriented project. Working with local teachers, we produced exhibit content that augments the national social studies curriculum. Archaeology and museum education offer object-based learning geared for school-age children and provide a powerful means of promoting cultural vitality, and a more inclusive consideration of Belizean history and cultural heritage practices and perspectives.

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2

Dallett, Nancy, and Matthew Guebard. "Crooked River." Public Historian 38, no. 4 (November 1, 2016): 56–78. http://dx.doi.org/10.1525/tph.2016.38.4.56.

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The story of Tuzigoot National Monument, in Arizona’s Verde Valley, is that of a small town taking pride in its ancestral Native American history, securing funds from a mining company and the federal government to excavate a hilltop ruin associated with local tribes, and developing heritage tourism during the Great Depression. Its development, however, was dependent on military campaigns that drove Yavapai and Apache people on to the San Carlos Reservation. Today, despite evidence of environmental degradation caused by industrial-scale mining and smelting during the nineteenth and twentieth centuries, heritage and agritourism brings visitors to the area for wine tasting, bird watching, and kayaking. In an ironic twist, the Yavapai-Apache Nation now litigates to protect the health of the river on behalf of the communities who depend upon it.

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Idham, Noor Cholis. "RIVERBANK SETTLEMENT AND HUMANITARIAN ARCHITECTURE, THE CASE OF MANGUNWIJAYA’S DWELLINGS AND 25 YEARS AFTER, CODE RIVER, YOGYAKARTA, INDONESIA." JOURNAL OF ARCHITECTURE AND URBANISM 42, no. 2 (December 5, 2018): 177–87. http://dx.doi.org/10.3846/jau.2018.6900.

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Code riverbank has drawn worldwide attention since 90’s when Architect Mangunwijaya involved in the dispute of urban riverside settlement in Yogyakarta. Struggling for the slum between the municipality and the dwellers gradually dwindled, and one of most significant causes was his humanitarian dwelling self-help scheme on Kampung Code. The project, which was later recognized by Aga Khan Award for Architecture in 1992, was not only purposed for reducing the tension but also promoting appropriate social order by considering the natural environment vulnerability. One of the poorest and most crook riverbank zones of the city had transformed to be a better environment with positive atmosphere afterward. Unfortunately, the project was hardly followed by other dwelling construction either in the site or other parts of the bank. This paper studies how the architecture could cure the social problems as well as resolve the environmental challenges and its sustainability. The social approaches done by Mangunwijaya and how he captured the high-risk of riverbank nature to the dwelling concepts were accessed. The results indicate that in spite of the riverside’s slum controversies, the architecture should be considered as a remedy both for social and natural problems.

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4

Lucchitta, Ivo, and Richard Holm. "Re-evaluation of exotic gravel and inverted topography at Crooked Ridge, northern Arizona: Relicts of an ancient river of regional extent." Geosphere 16, no. 2 (February 10, 2020): 533–45. http://dx.doi.org/10.1130/ges02166.1.

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Abstract An ancient drainage, named Crooked Ridge river, is unique on the Colorado Plateau in extent, physiography, and preservation of its alluvium. This river is important for deciphering the generally obscure evolution of rivers in this region. The ancient course of the river is well preserved in inverted relief and in a large valley for a distance of several tens of kilometers on the Kaibito Plateau–White Mesa areas of northern Arizona. The prominent landform ends ∼45 km downstream from White Mesa at a remarkable wind gap carved in the Echo Cliffs. The Crooked Ridge river alluvium contains clasts of all lithologies exposed upstream from the Kaibito Plateau to the San Juan Mountains in Colorado, so we agree with earlier workers that Crooked Ridge river was a regional river that originated in these mountains. The age of Crooked Ridge river cannot be determined in a satisfactory manner. The alluvium now present in the channel is the last deposit of the river before it died, but it says nothing about when it was born and lived. Previous research attempted to date this alluvium, mostly indirectly by applying a sanidine age obtained ∼50 km away, and directly from six sanidine grains (but no zircon grains), and concluded that Crooked Ridge river was a small river of local significance, because the exotic clasts were interpreted to have been derived from recycling of nearby preexisting piedmont gravels; that its valley was not large; and that it only existed ca. 2 Ma. Our proposition in 2013 was that Crooked Ridge river came into being in Miocene and possibly Oligocene time, which is when the very high San Juan Mountains were formed, thus giving rise to abundant new precipitation and runoff. To address some of this ambiguity, we examined all available evidence, which led us to conclude that several of the interpretations by previous researchers are not tenable. We found no evidence for a preexisting piedmont from which the Crooked Ridge river exotic clasts could be recycled. Furthermore, the principal advocate of the piedmont discounted it in a later publication. Tributaries to Crooked Ridge river in the White Mesa area contain no exotic clasts that could have been derived from a local clast-rich piedmont; only the Crooked Ridge river channel contains exotic clasts. So, we conclude that Crooked Ridge river was the principal stream, that it was of regional significance, that it was headed in the San Juan Mountains, and that it existed long before it died, perhaps as early as Oligocene time, until it was captured by the San Juan River, maybe ca. 2 Ma. West and downstream from The Gap, no deposits or geomorphic features attributable to the Crooked Ridge river have been preserved, but we infer that the river joined the Colorado and Little Colorado paleorivers somewhere on the east side of the Kaibab Plateau, and then crossed the plateau along a paleovalley that approximated the present alignment of the eastern Grand Canyon. West of the Kaibab Plateau, the combined rivers perhaps flowed in a northwest-trending strike valley to an as-yet-unknown destination.

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5

Ely, Richard, and Norma Townsend. "Valley of the Crooked River: European Settlement on the Nambucca." Labour History, no. 66 (1994): 175. http://dx.doi.org/10.2307/27509258.

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6

Shelton, M. L. "CLIMATE CHANGE AND FUTURE HYDROCLIMATE FOR THE UPPER CROOKED RIVER, OREGON." Physical Geography 20, no. 1 (January 1999): 14–26. http://dx.doi.org/10.1080/02723646.1999.10642666.

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7

Payne, Erin. "L.A. River Project." STEAM 2, no. 1 (September 4, 2015): 1–2. http://dx.doi.org/10.5642/steam.20150201.31.

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8

Wu, Jianjun. "Potential pitfalls of crooked‐line seismic reflection surveys." GEOPHYSICS 61, no. 1 (January 1996): 277–81. http://dx.doi.org/10.1190/1.1443949.

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During the last few years, the Geological Survey of Canada has pioneered the application of seismic reflection profiling to mineral exploration, in close collaboration with Canadian mining companies and with the Lithoprobe project (e.g., Spencer et al., 1993; Milkereit et al., 1994). Because of the rugged terrain in crystalline rock environments (Dahle et al., 1985; Spencer et al., 1993), vibroseis seismic surveys are frequently conducted along existing roads, resulting in extremely crooked survey profiles. Crooked profiling geometry, coupled with the complex nature of the geological targets, pose special challenges for seismic data processing and interpretation. Many common‐midpoint seismic processing techniques are based on an implicit assumption of a straight‐line survey and are most effective with uniform fold and even offset distribution within common‐midpoint (CMP) gathers. However, with crooked‐line acquisition the CMP gathers are characterized by variable fold and uneven offset distribution. Based on experience with several seismic data sets from mining camps, I have identified two potential pitfalls that stem from acquisition along crooked profiles: (1) seismic transparent zones; and (2) coherent noise. To address these problems, I have critically re‐examined the basic aspects of the CMP processing techniques and have developed robust strategies for dealing with crooked profiles. In this paper, I present a field data example to demonstrate the artifacts and also discuss solutions to eliminate them. Although developed for seismic prospecting in mining camps, the methods presented here are applicable to seismic data acquired in any environment.

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9

Price, Margaret, and Stephanie L. Kerschbaum. "Stories of Methodology: Interviewing Sideways, Crooked and Crip." Canadian Journal of Disability Studies 5, no. 3 (October 31, 2016): 18. http://dx.doi.org/10.15353/cjds.v5i3.295.

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In this article, written in a combination of collaborative and singular voices, we tell the stories of shaping an interdependent crip methodology while conducting a qualitative interview study with 33 disabled faculty members. Our central argument is that disability crips methodology. In other words, centering disability from the beginning of a research project, and committing to collective access, reveal specific ways that disability changes the assumptions and outcomes that ordinarily characterize—or are assumed to characterize—research situations. To illuminate those specific ways, we focus on three dimensions of qualitative research that emerged as particularly important to our interdependent methodology: time, gaze, and emotion.

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10

Barrett, Paul Z., Leonard Finkelman, Genevieve Perdue, Win N. F. McLaughlin, Dana M. Reuter, and Samantha S. B. Hopkins. "Small carnivoran fauna of the Mascall Formation, Crooked River Basin, central Oregon." Journal of Vertebrate Paleontology 39, no. 5 (September 3, 2019): e1717506. http://dx.doi.org/10.1080/02724634.2019.1717506.

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11

KAWAGUCHI, Yôichi, and Futoshi NAKAMURA. "Shibetsu River Restoration Project:." Ecology and Civil Engineering 7, no. 2 (2005): 139–41. http://dx.doi.org/10.3825/ece.7.139.

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12

Vaidyanadhan, R. "Kumudavathi river rejuvenation project (Project report phase — I)." Journal of the Geological Society of India 82, no. 6 (December 2013): 720. http://dx.doi.org/10.1007/s12594-013-0211-7.

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13

Lahti, Janne. "A Crooked River: Rustlers, Rangers, and Regulars on the Lower Rio Grande, 1861—1877." Journal of American History 105, no. 4 (March 1, 2019): 1015–16. http://dx.doi.org/10.1093/jahist/jaz058.

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14

Reali, Christopher M. "Crooked River City: The Musical Life of Nashville's William Pursell by Terry Wait Klefsted." Notes 77, no. 1 (2020): 138–41. http://dx.doi.org/10.1353/not.2020.0082.

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15

McLoughlin, Peter F. M. "Libya's Great Manmade River Project." Natural Resources Forum 15, no. 3 (August 1991): 220–27. http://dx.doi.org/10.1111/j.1477-8947.1991.tb00136.x.

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16

Hirst, Eric. "The Hood River Conservation Project." Evaluation Review 12, no. 3 (June 1988): 310–25. http://dx.doi.org/10.1177/0193841x8801200306.

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17

Williams, Steven A., Sandra J. Laney, Michelle Lizotte-Waniewski, Lou Ann Bierwert, and Thomas R. Unnasch. "The River Blindness Genome Project." Trends in Parasitology 18, no. 2 (February 2002): 86–90. http://dx.doi.org/10.1016/s1471-4922(01)02197-3.

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18

Cave, Kelly A., James E. Murray, Edward J. Bagale, Sam B. Lovall, Nancy J. Andrews, and Carl R. Johnson. "ROUGE RIVER GATEWAY PROJECT: RESTORATION OF AN URBAN RIVER." Proceedings of the Water Environment Federation 2002, no. 2 (January 1, 2002): 148–72. http://dx.doi.org/10.2175/193864702785665373.

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19

Cave, Kelly A., Kurt L. Heise, Edward J. Bagale, Sam B. Lovall, James W. Ridgway, and Carl R. Johnson. "ROUGE RIVER GATEWAY PROJECT: RESTORATION OF AN URBAN RIVER." Proceedings of the Water Environment Federation 2004, no. 4 (January 1, 2004): 928–54. http://dx.doi.org/10.2175/193864704790896955.

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20

Heizler, Matthew T., Karl E. Karlstrom, Micael Albonico, Richard Hereford, L. Sue Beard, Steven M. Cather, Laurie J. Crossey, and Kurt E. Sundell. "Detrital sanidine 40Ar/39Ar dating confirms <2 Ma age of Crooked Ridge paleoriver and subsequent deep denudation of the southwestern Colorado Plateau." Geosphere 17, no. 2 (February 25, 2021): 438–54. http://dx.doi.org/10.1130/ges02319.1.

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Abstract Crooked Ridge and White Mesa in northeastern Arizona (southwestern United States) preserve, as inverted topography, a 57-km-long abandoned alluvial system near the present drainage divide between the Colorado, San Juan, and Little Colorado Rivers. The pathway of this paleoriver, flowing southwest toward eastern Grand Canyon, has led to provocative alternative models for its potential importance in carving Grand Canyon. The ∼50-m-thick White Mesa alluvium is the only datable record of this paleoriver system. We present new 40Ar/39Ar sanidine dating that confirms a ca. 2 Ma maximum depositional age for White Mesa alluvium, supported by a large mode (n = 42) of dates from 2.06 to 1.76 Ma. Older grain modes show abundant 37–23 Ma grains mostly derived ultimately from the San Juan Mountains, as is also documented by rare volcanic and basement pebbles in the White Mesa alluvium. A tuff with an age of 1.07 ± 0.05 Ma is inset below, and hence provides a younger age bracket for the White Mesa alluvium. Newly dated remnant deposits on Black Mesa contain similar 37–23 Ma grains and exotic pebbles, plus a large mode (n = 71) of 9.052 ± 0.003 Ma sanidine. These deposits could be part of the White Mesa alluvium without any Pleistocene grains, but new detrital sanidine data from the upper Bidahochi Formation near Ganado, Arizona, have similar maximum depositional ages of 11.0–6.1 Ma and show similar 40–20 Ma San Juan Mountains–derived sanidine. Thus, we tentatively interpret the <9 Ma Black Mesa deposit to be a remnant of an 11–6 Ma Bidahochi alluvial system derived from the now-eroded southwestern fringe of the San Juan Mountains. This alluvial fringe is the probable source for reworking of 40–20 Ma detrital sanidine and exotic clasts into Oligocene Chuska Sandstone, Miocene Bidahochi Formation, and ultimately into the <2 Ma White Mesa alluvium. The <2 Ma age of the White Mesa alluvium does not support models that the Crooked Ridge paleoriver originated as a late Oligocene to Miocene San Juan River that ultimately carved across the Kaibab uplift. Instead, we interpret the Crooked Ridge paleoriver as a 1.9–1.1 Ma tributary to the Little Colorado River, analogous to modern-day Moenkopi Wash. We reject the “young sediment in old paleovalley” hypothesis based on mapping, stratigraphic, and geomorphic constraints. Deep exhumation and beheading by tributaries of the San Juan and Colorado Rivers caused the Crooked Ridge paleotributary to be abandoned between 1.9 and 1.1 Ma. Thermochronologic data also provide no evidence for, and pose substantial difficulties with, the hypothesis for an earlier (Oligocene–Miocene) Colorado–San Juan paleoriver system that flowed along the Crooked Ridge pathway and carved across the Kaibab uplift.

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21

Bautista, E., A. J. Clemmens, and R. J. Strand. "Salt River Project Canal Automation Pilot Project: Simulation Tests." Journal of Irrigation and Drainage Engineering 132, no. 2 (April 2006): 143–52. http://dx.doi.org/10.1061/(asce)0733-9437(2006)132:2(143).

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22

Lucchitta, I., R. F. Holm, and B. K. Lucchitta. "Implications of the Miocene(?) Crooked Ridge River of northern Arizona for the evolution of the Colorado River and Grand Canyon." Geosphere 9, no. 6 (October 11, 2013): 1417–33. http://dx.doi.org/10.1130/ges00861.1.

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23

Erasmus, Daniel J., Emily A. Yurkowski, and Dezene P. W. Huber. "DNA barcode-based survey of Trichoptera in the Crooked River reveals three new species records for British Columbia." PeerJ 6 (January 12, 2018): e4221. http://dx.doi.org/10.7717/peerj.4221.

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Anthropogenic pressures on aquatic systems have placed a renewed focus on biodiversity of aquatic macroinvertebrates. By combining classical taxonomy and DNA barcoding we identified 39 species of caddisflies from the Crooked River, a unique and sensitive system in the southernmost arctic watershed in British Columbia. Our records include three species never before recorded in British Columbia:Lepidostoma togatum(Lepidostomatidae),Ceraclea annulicornis(Leptoceridae), and possiblyCheumatopsyche harwoodi(Hydropsychidae). Three other specimens may represent new occurrence records and a number of other records seem to be substantial observed geographic range expansions within British Columbia.

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24

Ahola, Helena. "Vegetated buffer zone project of the Vantaa River river basin." Geografisk Tidsskrift-Danish Journal of Geography 89, no. 1 (January 1989): 22–25. http://dx.doi.org/10.1080/00167223.1989.10649277.

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25

Joshi, Naveen M. "National River Linking Project of India." Hydro Nepal: Journal of Water, Energy and Environment 12 (October 28, 2013): 13–19. http://dx.doi.org/10.3126/hn.v12i0.9026.

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India plans to transfer water from the water surplus region of the north-east to the water scarce regions of western and southern India. The plan is called the National River Linking Project (NRLP). Sixteen links in the Himalayan region and 14 links in the Peninsular region are proposed that will transfer annually about 174 Billion m3 (Bm3) of water through a canal network of 14,900 km. It will involve connecting 37 rivers and construction of dams/storages in 3,000 places. It is estimated to cost US$ 120 Billion (in 2000 price). The projected benefits are additional irrigation to 34 million hectares of land, generation of 34,000 MW of electricity, reduction of floods, and social upliftment. Many prominent experts and personalities have criticized the project claiming that it will be a financial, social and environmental disaster. Both the proponents and opponents think that India will be doomed depending on whether the NRLP is implemented or not (Amarsinghe 2009). The International Water Management Institute (IWMI) in collaboration with the Challenge Program for Water & Food (CPWF) undertook a three year Strategic Analysis of the NRLP to evaluate the NRLP concept with a detailed analysis. This paper is a general description of the NRLP, and it summarizes the findings of the Strategic Analysis of this Project undertaken by IWMI-CPWF. Further, it explores the possible consequences to India's neighbors in general and Nepal in particular.Hydro Nepal; Journal of Water, Energy and EnvironmentVol. 12, 2013, JanuaryPage: 13-19DOI: http://dx.doi.org/10.3126/hn.v12i0.9026Uploaded Date : 10/28/2013

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26

Bolender, Robert Brown Ivette, and John Aldrich. "CUYAHOGA RIVER RESTORATION PROJECT – KENT, OHIO." Proceedings of the Water Environment Federation 2003, no. 4 (January 1, 2003): 1700–1715. http://dx.doi.org/10.2175/193864703784828507.

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27

Alonso, L. R. "Industrial depollution project of Tietê River." Water Science and Technology 33, no. 3 (February 1, 1996): 153–67. http://dx.doi.org/10.2166/wst.1996.0067.

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28

Asano, Yasuo. "Advanced pumps for Yellow River project." World Pumps 2007, no. 488 (May 2007): 20–21. http://dx.doi.org/10.1016/s0262-1762(07)70184-0.

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29

El-Gheriani, Ali M. "The great man made river project." La Houille Blanche, no. 1 (February 2003): 99–101. http://dx.doi.org/10.1051/lhb/2003016.

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30

Chen, Yung Chen, Abbas A. Fiuzat, and Benjamin R. Roberts. "Salt River Channelization Project: Model Study." Journal of Hydraulic Engineering 111, no. 2 (February 1985): 267–83. http://dx.doi.org/10.1061/(asce)0733-9429(1985)111:2(267).

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31

Strom, Mary Ellen, and Shane Doyle. "Cherry River." Nka Journal of Contemporary African Art 2021, no. 48 (May 1, 2021): 112–30. http://dx.doi.org/10.1215/10757163-8971342.

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The multimedia exhibition Cherry River, Where the Rivers Mix was presented to audiences in August 2018 at the Missouri Headwaters State Park in Three Forks, Montana. Long before the European invasion across the Atlantic, the headwaters, or the confluence of three forks of the Missouri River, was a crossroads for Northern Plains Indians. The place-based project, Cherry River, created by artist Mary Ellen Strom and Native American researcher Shane Doyle, was produced by Mountain Time Arts, a collaborative arts and culture organization in southwestern Montana. In an effort to analyze the site, Mountain Time Arts convened a diverse group of participants. Their research question became, What does it take to change the name of a river? After six months of research, the project centered on the act of changing the name of the East Gallatin River back to the Indigenous Crow name Cherry River. The name Cherry River honors and describes the numerous chokecherry trees growing on the river’s banks that provide sustenance for wildlife and venerates Indigenous history, the ecology of running water, and riparian systems in the Northwest. The rise of interest in the rights of Indigenous people in North America aligns with many of Okwui Enwezor’s groundbreaking initiatives around the world. This assemblage of images, poetry, and first-person narratives is an example of the kind of practice in dialogue with the legacy of Enwezor’s decolonial actions and innovative use of curatorial strategies in several groundbreaking exhibitions to confront the “complex predicaments of contemporary art in a time of profound historical change and global transformation.” While Enwezor was neither an explicit source of inspiration nor invoked for the Cherry River project, the futures of Enwezor are palpable in this anticolonial project restoring the past to reimagine the present.

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32

Starr, Kevin. "Watering the Land: The Colorado River Project." Southern California Quarterly 75, no. 3-4 (1993): 303–32. http://dx.doi.org/10.2307/41171683.

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33

Phillips, M., and A. Hamilton. "Project history of Dublin's River Liffey bridges." Proceedings of the Institution of Civil Engineers - Bridge Engineering 156, no. 4 (December 2003): 161–79. http://dx.doi.org/10.1680/bren.2003.156.4.161.

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34

Gulidov, Ruslan. "The Tumen River Project: Myths and Realities." Spatial Economics 1, no. 29 (2012): 90–108. http://dx.doi.org/10.14530/se.2012.1.090-108.

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35

Kar, Santu, Aditya Shiv, Abhilasha Panwar, Kumar Neeraj Jha, and Amarjit Singh. "River Water Project Disputes and Their Implications." Journal of Legal Affairs and Dispute Resolution in Engineering and Construction 12, no. 4 (November 2020): 05020012. http://dx.doi.org/10.1061/(asce)la.1943-4170.0000423.

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Manna, Ashim. "Yamuna River Project: New Delhi Urban Ecology." Journal of Landscape Architecture 14, no. 2 (May 4, 2019): 87–89. http://dx.doi.org/10.1080/18626033.2019.1673597.

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37

Fu, Fei. "Study on River Landscape Ecological Restoration Project." Applied Mechanics and Materials 484-485 (January 2014): 753–56. http://dx.doi.org/10.4028/www.scientific.net/amm.484-485.753.

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In the process of urbanization, along with industrial development and population growth, demand of water is rapidly increasing, causing water shortages. Some rivers, lakes, wetlands and other water bodies are invaded, as well as the demise of the transformation has been a serious threat to the survival and development of human society. Therefore, river restoration is one of the hot researches in recent years. In this paper, the author made a preliminary summary on river restoration and repair, technology and related engineering examples in order to promote domestic demand for river restoration longitudinal in-depth study and try to raise the domestic ecological restoration in future research directions: River ecological restoration is a long process. The design process should be integrated into the concept of sustainable development and build a public participation platform integrated with experts, designers, and user. And river restoration technology and related engineering examples literature play the role of reference and guidance on the selection of the river restoration project technical measures.

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Virtudes, Ana, Gerda Palaityte, Monika Liaudnskaite, Dominyka Svarauskaite, and Ana Carrico. "Urban Design Project Focused On River Sports." IOP Conference Series: Earth and Environmental Science 221 (March 1, 2019): 012155. http://dx.doi.org/10.1088/1755-1315/221/1/012155.

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39

Whyte, William Foote. "Emancipatory practice through the Sky River Project." Systems Practice 9, no. 2 (April 1996): 151–57. http://dx.doi.org/10.1007/bf02172929.

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40

Chen, Jay-Chung, Gary W. Heinke, and Ming Jiang Zhou. "The Pearl River Estuary Pollution Project (PREPP)." Continental Shelf Research 24, no. 16 (October 2004): 1739–44. http://dx.doi.org/10.1016/j.csr.2004.06.004.

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41

Leiker, James N. "Michael L. Collins. A Crooked River: Rustlers, Rangers, and Regulars on the Lower Rio Grande, 1861–1877." American Historical Review 125, no. 3 (June 1, 2020): 1035–36. http://dx.doi.org/10.1093/ahr/rhz722.

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42

Vargo, Jay, Jim Turner, Vergnani Bob, Malcolm J. Pitts, Kon Wyatt, Harry Surkalo, and David Patterson. "Alkaline-Surfactant-Polymer Flooding of the Cambridge Minnelusa Field." SPE Reservoir Evaluation & Engineering 3, no. 06 (December 1, 2000): 552–58. http://dx.doi.org/10.2118/68285-pa.

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Summary The Cambridge Minnelusa field alkaline-surfactant-polymer (ASP) flood was an economic and technical success, with ultimate incremental oil of 1,143,000 bbl at a cost of $2.42 per barrel. This success was due to an integrated approach of the application, including: reservoir engineering and geologic studies, laboratory chemical system design, numerical simulation, facilities design, and ongoing monitoring. This paper discusses how each of these was used in the design and evaluation of the Cambridge ASP project. Introduction The purpose of the alkaline-surfactant-polymer technology is to produce incremental oil by reducing the waterflood residual oil saturation. The technology combines interfacial tension-reducing chemicals (alkali and surfactant) with a mobility control chemical (polymer). The interfacial tension reducing chemicals minimize the capillary forces that trap waterflood residual oil while the mobility control chemical improves reservoir contact and flood efficiency. The first alkaline-surfactant-polymer project was performed in a nearby Minnelusa field.1,2 Other alkaline-surfactant-polymer projects include a pilot in an Oklahoma field,3 and three in People's Republic of China oil fields.4–9 Lessons learned from these projects and applied to the Cambridge alkaline-surfactant-polymer project are: good mobility control is essential for a successful project; a detailed study of the reservoir including geology, reservoir engineering, laboratory fluid design, and numerical simulation improve the probability of success; injection facilities must mix the injected solution according to the design parameters for a successful project; and attention to detail, including quality control of injected materials and scheduled maintenance of injection and mixing equipment, is important. The Cambridge field, located in Section 28 of Township 53N and Range 68W in Crook County, Wyoming, is operated by Plains Petroleum Operating Co., a subsidiary of Barrett Resources Corp. The field produces 31 cp, 20° API gravity crude oil from the Permian Minnelusa upper "B" sand at 2139 m [7,108 ft]. The reservoir temperature is 55.6°C [132°F] and the average thickness is 8.75 m [28.7 ft]. The crude oil formation volume factor is 1.03 with a bubblepoint of 586 kPa [85 psi]. The average porosity and permeability are 18% and 0.834 µm2 [845 md], respectively. Connate water saturation was 31.6% with an initial reservoir pressure of 12 355 kPa [1792 psi]. Field History The Cambridge field is defined as 1 131 500 m3 [7,117 Mbbl] pore volume with 795 000 STm3 [4,875 MSTB] of original oil in place. The field was discovered by McAdams, Roux, and Associates in 1989 with the MRA Federal 31-28. All subsequent drilling locations were based on three-dimensional (3D) seismic data. Peak primary oil production was 77.7 m3/d [489 BOPD]. Within a year, the production rate declined to 5.9 m3/d [37 BOPD], as is typical of Minnelusa reservoirs. The producing mechanism is fluid and rock expansion with the initial gas-oil ratio (GOR) being essentially zero. The Federal 21-28 and 32-28 began production in June 1990 with peak production of 11.0 and 46.4 m3/d [69 and 292 BOPD], respectively. Federal 23-28 started production in October 1990 with peak production occurring in November 1990 of 33.7 m3/d [212 BOPD] of oil and 2.9 m3/d [18 BWPD] of water. Primary production was 34 600 m3 [217.7 Mbbl] oil and 3800 m3 [23.3 Mbbl] water from December 1989 to January 1993. Water injection began in January 1993 with the conversion of the Federal 32-28. Alkaline-surfactant-polymer solution injection started one month later in February 1993. Therefore, the alkaline-surfactant-polymer process was applied as a secondary flood. As a result, operating costs are not duplicated by running a waterflood followed by an alkaline-surfactant-polymer flood. The polymer drive solution began injection in October 1996 with the final water drive beginning in May 2000. The chemical injection sequence was: 30.7% Vp of alkaline-surfactant-polymer solution followed by 29.7% Vp of polymer drive solution followed by water to the economic limit. Percent pore volume is based on swept area pore volume. Swept area is defined as the volume of reservoir contacted by the injected fluid and is approximately 82% of the total pore volume for the Cambridge field. Swept area injected volume and oil recovery calculations are more comparable to radial coreflood results than total field values. For reservoirs like the Minnelusa in which well placement is limited by reservoir geometry, comparison of total field calculations can be misleading. Differences in total field calculations are often dictated by reservoir contact inefficiency and not process efficiency. When this condition exists, swept area calculation is a better comparison to delineate accurately the economic injected chemical volumes and oil recovery. 10 The calculated swept area pore volume is 926 400 m 3 [5,827 Mbbl] and the original oil in place is 647 300 m3 [4,071.8 Mbbl]. Interpretation of 3D seismic data resulted in the drilling of the Federal 41A-28 in November 1994 and the Federal 33-28 in February 1996. Federal 41A-28 was produced through March 1996 and Federal 33-28 was produced through October 1998. Geologic Description The Cambridge field is on the eastern flank of the Powder River basin and produces oil from the Permian Minnelusa upper B sandstone. The Minnelusa formation is unconformably overlain in this area by the Opeche siltstone member of the Permian Goose Egg formation, which in turn is overlain by the regional Minnekahta limestone, also a member of the Goose Egg formation. The Minnelusa vertical sequence consists of alternating carbonates and sandstones. The Minnelusa upper B reservoir is a friable, Eolian sandstone with modest amounts of dolomite and anhydrite cement and is a preserved remnant of a highly dissected coastal dune complex. Dolomite and anhydrite cement are the main chemical adsorbing sites of the Cambridge sand. Fig. 1 depicts the field's net-pay isopach. The reservoir dips approximately 1.7° to the southwest. A water-oil contact controls the field's producing limit on the southwest. Dystra-Parsons is 0.57. Preferential flow of injected fluids follows an axis along Wells 41A-28 and 21-28. The 3D seismic indicates the sand thins between Wells 33-28 and 23-28.

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Barclay, Leah, Toby Gifford, and Simon Linke. "River Listening: Acoustic Ecology and Aquatic Bioacoustics in Global River Systems." Leonardo 51, no. 3 (June 2018): 298–99. http://dx.doi.org/10.1162/leon_a_01516.

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River Listening is an interdisciplinary research project exploring the cultural and biological diversity of global river systems through sound. The project examines the creative possibilities of accessible and noninvasive recording technologies to monitor river health and engage local communities in the conservation of global river systems. River Listening combines emerging fields of science with acoustic ecology, creativity and digital technology to further the understanding of aquatic biodiversity and inspire action at a time when the conservation and management of freshwater ecosystems is a critical priority.

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Andrijanic, Tijana, Nada Dragovic, and Mirjana Todosijevic. "Labour engagement optimization in planning the execution of river regulation works on the Jelasnicka river." Bulletin of the Faculty of Forestry, no. 106 (2012): 29–40. http://dx.doi.org/10.2298/gsf1206029a.

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A project is a task comprising a set of interrelated activities requiring time and resources for their execution. It is often the case that during the construction of longitudinal and cross section structures for the regulation of a torrential catchment the required resources (labour, materials, mechanization, and finances) are often limited and because of that we face the problem of their efficient use. This paper deals with the problem of planning the execution of river regulation works on the Jelasnicka River with the aim to minimize the time extension due to limited resources. In the planning phase of project realization labour force is the limited resource. Heuristic techniques, i.e. the Gray-Kidd algorithm with the use of MS Project software were applied in the distribution of resources for the purposes of optimal labour engagement. This method uses the data acquired by the CPM method of network planning as input elements. Through more iterations, by moving noncritical and then critical project activities, the minimal extension of project duration was achieved by engaging more labour force. Therefore, the proposed heuristic and CPM method performed well in resolving the resource-constrained project scheduling problem.

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Shields, Christine A., Jonathan J. Rutz, Lai-Yung Leung, F. Martin Ralph, Michael Wehner, Brian Kawzenuk, Juan M. Lora, et al. "Atmospheric River Tracking Method Intercomparison Project (ARTMIP): project goals and experimental design." Geoscientific Model Development 11, no. 6 (June 20, 2018): 2455–74. http://dx.doi.org/10.5194/gmd-11-2455-2018.

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Abstract. The Atmospheric River Tracking Method Intercomparison Project (ARTMIP) is an international collaborative effort to understand and quantify the uncertainties in atmospheric river (AR) science based on detection algorithm alone. Currently, there are many AR identification and tracking algorithms in the literature with a wide range of techniques and conclusions. ARTMIP strives to provide the community with information on different methodologies and provide guidance on the most appropriate algorithm for a given science question or region of interest. All ARTMIP participants will implement their detection algorithms on a specified common dataset for a defined period of time. The project is divided into two phases: Tier 1 will utilize the Modern-Era Retrospective analysis for Research and Applications, version 2 (MERRA-2) reanalysis from January 1980 to June 2017 and will be used as a baseline for all subsequent comparisons. Participation in Tier 1 is required. Tier 2 will be optional and include sensitivity studies designed around specific science questions, such as reanalysis uncertainty and climate change. High-resolution reanalysis and/or model output will be used wherever possible. Proposed metrics include AR frequency, duration, intensity, and precipitation attributable to ARs. Here, we present the ARTMIP experimental design, timeline, project requirements, and a brief description of the variety of methodologies in the current literature. We also present results from our 1-month “proof-of-concept” trial run designed to illustrate the utility and feasibility of the ARTMIP project.

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Erwin, Susannah O., John C. Schmidt, and Tyler M. Allred. "Post-project geomorphic assessment of a large process-based river restoration project." Geomorphology 270 (October 2016): 145–58. http://dx.doi.org/10.1016/j.geomorph.2016.07.018.

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Djordjevic, Dj, D. Milicevic, B. Velickovic, G. Gruber, H. Kainz, J. Londong, M. Kaub, and J. Martens. "Advanced river water quality monitoring stations at the Moravica river in Serbia." Facta universitatis - series: Architecture and Civil Engineering 4, no. 2 (2006): 91–100. http://dx.doi.org/10.2298/fuace0602091d.

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The overall objective of this project is the immediate enhancement of the water quality management in Serbia as an example of excellence for the South East Balkan region. Therefore, close links between the local and regional economy and the Serbian Higher Education sector will be created through technology and knowledge transfer. New technologies like GPRS Technology to realize data transfer from distance hydro measure stations will be introduced in the water quality monitoring management. Outcomes of the project are a measurement program for Advanced River Water Quality Monitoring, a pilot station and operator staff for the realization of the monitoring scheme devices including GPRS-Technology for the monitoring scheme, a monitoring station to conduct a test run, a quality management scheme, training measures for operators of monitoring stations, analyzed data from measurement program and dissemination and networking measures like a final international conference. The project is funded within the scope of the Tempus Program (Tempus Cards Structural and Complementary Projects) of the EU.

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Díaz, George T. "A Crooked River: Rustlers, Rangers, and Regulars on the Lower Rio Grande, 1861–1877 by Michael L. Collins." Southwestern Historical Quarterly 122, no. 4 (2019): 471–72. http://dx.doi.org/10.1353/swh.2019.0037.

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Joyce, Justin A. "A Crooked River: Rustlers, Rangers, and Regulars on the Lower Rio Grande, 1861–1877 by Michael L. Collins." Great Plains Quarterly 39, no. 3 (2019): 319–20. http://dx.doi.org/10.1353/gpq.2019.0047.

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Thompson, Tyler. "A Crooked River: Rustlers, Rangers, and Regulars on the Lower Rio Grande, 1861–1877. By Michael L. Collins." Western Historical Quarterly 50, no. 1 (October 27, 2018): 82. http://dx.doi.org/10.1093/whq/why129.

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