Item talk:Q79445
From geokb
{
"USGS Publications Warehouse": {
"schema": {
"@context": "https://schema.org",
"@type": "CreativeWork",
"additionalType": "USGS Numbered Series",
"name": "Level II scour analysis for Bridge 12 (NEWFVT00300012) on State Route 30, crossing Smith Brook, Newfane, Vermont",
"identifier": [
{
"@type": "PropertyValue",
"propertyID": "USGS Publications Warehouse IndexID",
"value": "ofr97424",
"url": "https://pubs.usgs.gov/publication/ofr97424"
},
{
"@type": "PropertyValue",
"propertyID": "USGS Publications Warehouse Internal ID",
"value": 49956
},
{
"@type": "PropertyValue",
"propertyID": "DOI",
"value": "10.3133/ofr97424",
"url": "https://doi.org/10.3133/ofr97424"
}
],
"inLanguage": "en",
"isPartOf": [
{
"@type": "CreativeWorkSeries",
"name": "Open-File Report"
}
],
"datePublished": "1997",
"dateModified": "2013-12-19",
"abstract": "This report provides the results of a detailed Level II analysis of scour potential at structure \nNEWFVT00300012 on State Route 30 crossing Smith Brook, Newfane, Vermont (figures \n1\u20138). A Level II study is a basic engineering analysis of the site, including a quantitative \nanalysis of stream stability and scour (U.S. Department of Transportation, 1993). Results of \na Level I scour investigation also are included in Appendix E of this report. A Level I \ninvestigation provides a qualitative geomorphic characterization of the study site. \nInformation on the bridge, gleaned from Vermont Agency of Transportation (VTAOT) \nfiles, was compiled prior to conducting Level I and Level II analyses and is found in \nAppendix D.\nThe site is in the New England Upland and Green Mountain sections of the New England \nphysiographic province in southeastern Vermont. The 9.55-mi2\n drainage area is in a \npredominantly rural and forested basin. In the vicinity of the study site, the surface cover is \nprimarily pasture with the exception of the downstream right bank which is forested. The \nimmediate banks have dense woody vegetation except for the downstream right bank which \nhas cut grass.\nIn the study area, Smith Brook has a sinuous channel with a slope of approximately 0.01 ft/\nft, an average channel top width of 63 ft and an average bank height of 10 ft. The \npredominant channel bed material ranges from gravel to boulder with a median grain size \n(D50) of 75.4 mm (0.247 ft). The geomorphic assessment at the time of the Level I and \nLevel II site visit on August 21, 1996, indicated that the reach was stable.\nThe State Route 30 crossing of Smith Brook is a 43-ft-long, two-lane bridge consisting of a \n40-foot concrete T-beam span (Vermont Agency of Transportation, written communication, \nMarch 30, 1995). The bridge is supported by vertical, concrete abutments with wingwalls. \nThe channel is skewed approximately 35 degrees to the opening while the measured \nopening-skew-to-roadway is 30 degrees. \nThe scour protection measure at the site included type-2 stone fill (less than 36 inches \ndiameter) from the upstream end of the left abutment to 35 ft. upstream, along the \ndownstream end of the downstream left wingwall, along the right bank from 7 ft. to 90 ft. \ndownstream, and along the left bank from 15 ft. to 40 ft. downstream. Also, there was type-\n1 stone fill (less than 24 inches diameter) at the left abutment and downstream left \nwingwall. Additional details describing conditions at the site are included in the Level II \nSummary and Appendices D\nand E.\nScour depths and recommended rock rip-rap sizes were computed using the general \nguidelines described in Hydraulic Engineering Circular 18 (Richardson and others, 1995). \nTotal scour at a highway crossing is comprised of three components: 1) long-term \nstreambed degradation; 2) contraction scour (due to accelerated flow caused by a reduction \nin flow area at a bridge) and; 3) local scour (caused by accelerated flow around piers and \nabutments). Total scour is the sum of the three components. Equations are available to \ncompute depths for contraction and local scour and a summary of the results of these \ncomputations follows.\nContraction scour for modelled flows ranged from 1.2 to 1.8 ft. The worst-case contraction \nscour occurred at the 500-year discharge. Abutment scour ranged from 7.6 to 14.1 ft. The \nworst-case abutment scour also occurred at the 500-year discharge. Additional information \non scour depths and depths to armoring are included in the section titled \u201cScour Results\u201d. \nScoured-streambed elevations, based on the calculated scour depths, are presented in tables \n1 and 2. A cross-section of the scour computed at the bridge is presented in figure 8. Scour \ndepths were calculated assuming an infinite depth of erosive material and a homogeneous \nparticle-size distribution. \nIt is generally accepted that the Froehlich equation (abutment scour) gives \u201cexcessively \nconservative estimates of scour depths\u201d (Richardson and others, 1995, p. 47). Usually, \ncomputed scour depths are evaluated in combination with other information including (but \nnot limited to) historical performance during flood events, the geomorphic stability \nassessment, existing scour protection measures, and the results of the hydraulic analyses. \nTherefore, scour depths adopted by VTAOT may differ from the computed values \ndocumented herein.",
"description": "iv, 48 p.",
"publisher": {
"@type": "Organization",
"name": "U.S. Geological Survey"
},
"author": [
{
"@type": "Person",
"name": "Medalie, Laura lmedalie@usgs.gov",
"givenName": "Laura",
"familyName": "Medalie",
"email": "lmedalie@usgs.gov",
"identifier": {
"@type": "PropertyValue",
"propertyID": "ORCID",
"value": "0000-0002-2440-2149",
"url": "https://orcid.org/0000-0002-2440-2149"
},
"affiliation": [
{
"@type": "Organization",
"name": "New England Water Science Center",
"url": "https://www.usgs.gov/centers/new-england-water-science-center"
}
]
},
{
"@type": "Person",
"name": "Ivanoff, Michael A.",
"givenName": "Michael A.",
"familyName": "Ivanoff"
}
],
"spatialCoverage": [
{
"@type": "Place",
"additionalType": "country",
"name": "United States",
"url": "https://geonames.org/4074035"
},
{
"@type": "Place",
"additionalType": "state",
"name": "Vermont"
},
{
"@type": "Place",
"additionalType": "city",
"name": "Newfane",
"url": "https://geonames.org/5128670"
},
{
"@type": "Place",
"additionalType": "unknown",
"name": "Smith Brook",
"url": "https://geonames.org/4843152"
},
{
"@type": "Place",
"geo": [
{
"@type": "GeoShape",
"additionalProperty": {
"@type": "PropertyValue",
"name": "GeoJSON",
"value": {
"type": "FeatureCollection",
"features": [
{
"type": "Feature",
"properties": {},
"geometry": {
"type": "Polygon",
"coordinates": [
[
[
-72.75,
42.875
],
[
-72.75,
43.0
],
[
-72.5,
43.0
],
[
-72.5,
42.875
],
[
-72.75,
42.875
]
]
]
}
}
]
}
}
},
{
"@type": "GeoCoordinates",
"latitude": 42.9375,
"longitude": -72.625
}
]
}
]
}
},
"OpenAlex": {
"abstract_inverted_index": {
"This": [
0
],
"report": [
1
],
"provides": [
2,
74
],
"the": [
3,
38,
80,
85,
116,
125,
146,
149,
152,
159,
162,
178,
187,
245,
248,
262,
313,
316,
327,
339,
343,
351,
355,
360,
372,
395,
407,
412,
431,
491,
494,
512,
535,
553,
568,
577,
591,
595,
623,
662,
671,
674,
686
],
"results": [
4,
513,
672
],
"of": [
5,
11,
37,
44,
51,
55,
67,
79,
91,
124,
148,
161,
199,
209,
217,
236,
247,
271,
280,
288,
342,
354,
452,
493,
511,
514,
590,
610,
632,
673
],
"a": [
6,
33,
41,
56,
75,
139,
193,
197,
231,
275,
281,
447,
468,
474,
509,
614
],
"detailed": [
7
],
"Level": [
8,
29,
57,
71,
100,
103,
249,
252,
413
],
"II": [
9,
30,
104,
253,
414
],
"analysis": [
10,
36,
43
],
"scour": [
12,
48,
59,
323,
445,
461,
479,
489,
507,
519,
532,
539,
549,
559,
579,
592,
633,
643,
667,
678
],
"potential": [
13
],
"at": [
14,
244,
326,
394,
406,
446,
473,
534,
552,
594
],
"structure": [
15
],
"NEWFVT00300012": [
16
],
"on": [
17,
84,
256,
558,
576
],
"State": [
18,
267
],
"Route": [
19,
268
],
"30": [
20,
269,
320
],
"crossing": [
21,
270,
449
],
"Smith": [
22,
190,
272
],
"Brook,": [
23
],
"Newfane,": [
24
],
"Vermont": [
25,
89
],
"(figures": [
26
],
"1\u20138).": [
27
],
"A": [
28,
70,
588
],
"study": [
31,
81,
150,
188
],
"is": [
32,
107,
114,
137,
155,
167,
274,
297,
307,
319,
450,
490,
597,
619
],
"basic": [
34
],
"engineering": [
35
],
"site,": [
39,
151
],
"including": [
40,
652
],
"quantitative": [
42
],
"stream": [
45
],
"stability": [
46,
664
],
"and": [
47,
102,
106,
120,
142,
212,
251,
370,
398,
416,
419,
423,
441,
486,
505,
508,
561,
586,
613,
636,
670
],
"(U.S.": [
49
],
"Department": [
50
],
"Transportation,": [
52,
289
],
"1993).": [
53
],
"Results": [
54
],
"I": [
58,
72,
101,
250
],
"investigation": [
60,
73
],
"also": [
61,
550
],
"are": [
62,
409,
498,
565,
581,
645
],
"included": [
63,
329,
410,
566
],
"in": [
64,
109,
115,
130,
138,
411,
435,
470,
567,
583,
599,
647
],
"Appendix": [
65,
110
],
"E": [
66
],
"this": [
68
],
"report.": [
69
],
"qualitative": [
76
],
"geomorphic": [
77,
242,
663
],
"characterization": [
78
],
"site.": [
82
],
"Information": [
83
],
"bridge,": [
86
],
"gleaned": [
87
],
"from": [
88,
226,
338,
363,
375,
524,
541,
685
],
"Agency": [
90,
287
],
"Transportation": [
92
],
"(VTAOT)": [
93
],
"files,": [
94
],
"was": [
95,
264,
384
],
"compiled": [
96
],
"prior": [
97
],
"to": [
98,
228,
312,
346,
366,
378,
463,
500,
526,
543,
563
],
"conducting": [
99
],
"analyses": [
105
],
"found": [
108
],
"D.": [
111
],
"The": [
112,
133,
169,
220,
241,
266,
295,
305,
322,
529,
546
],
"site": [
113,
254,
328,
408
],
"New": [
117,
126
],
"England": [
118,
127
],
"Upland": [
119
],
"Green": [
121
],
"Mountain": [
122
],
"sections": [
123
],
"physiographic": [
128
],
"province": [
129
],
"southeastern": [
131
],
"Vermont.": [
132
],
"9.55-mi2": [
134
],
"drainage": [
135
],
"area": [
136,
472
],
"predominantly": [
140
],
"rural": [
141
],
"forested": [
143
],
"basin.": [
144
],
"In": [
145,
186
],
"vicinity": [
147
],
"surface": [
153
],
"cover": [
154
],
"primarily": [
156
],
"pasture": [
157
],
"with": [
158,
196,
230,
303,
649
],
"exception": [
160
],
"downstream": [
163,
179,
352,
356,
399
],
"right": [
164,
180,
361
],
"bank": [
165,
181,
215,
362,
374
],
"which": [
166,
182
],
"forested.": [
168
],
"immediate": [
170
],
"banks": [
171
],
"have": [
172
],
"dense": [
173
],
"woody": [
174
],
"vegetation": [
175
],
"except": [
176
],
"for": [
177,
503,
520
],
"has": [
183,
192
],
"cut": [
184
],
"grass.": [
185
],
"area,": [
189
],
"Brook": [
191,
273
],
"sinuous": [
194
],
"channel": [
195,
206,
222,
306
],
"slope": [
198
],
"approximately": [
200,
309
],
"0.01": [
201
],
"ft/": [
202
],
"ft,": [
203
],
"an": [
204,
213,
607
],
"average": [
205,
214
],
"top": [
207
],
"width": [
208
],
"63": [
210
],
"ft": [
211
],
"height": [
216
],
"10": [
218
],
"ft.": [
219,
348,
365,
368,
377,
380,
528,
545
],
"predominant": [
221
],
"bed": [
223
],
"material": [
224,
612
],
"ranges": [
225
],
"gravel": [
227
],
"boulder": [
229
],
"median": [
232
],
"grain": [
233
],
"size": [
234
],
"(D50)": [
235
],
"75.4": [
237
],
"mm": [
238
],
"(0.247": [
239
],
"ft).": [
240
],
"assessment": [
243
],
"time": [
246
],
"visit": [
255
],
"August": [
257
],
"21,": [
258
],
"1996,": [
259
],
"indicated": [
260
],
"that": [
261,
622
],
"reach": [
263
],
"stable.": [
265
],
"43-ft-long,": [
276
],
"two-lane": [
277
],
"bridge": [
278,
296,
596
],
"consisting": [
279
],
"40-foot": [
282
],
"concrete": [
283,
301
],
"T-beam": [
284
],
"span": [
285
],
"(Vermont": [
286
],
"written": [
290
],
"communication,": [
291
],
"March": [
292
],
"30,": [
293
],
"1995).": [
294,
443
],
"supported": [
298
],
"by": [
299,
467,
481,
681
],
"vertical,": [
300
],
"abutments": [
302
],
"wingwalls.": [
304
],
"skewed": [
308
],
"35": [
310,
347
],
"degrees": [
311
],
"opening": [
314
],
"while": [
315
],
"measured": [
317
],
"opening-skew-to-roadway": [
318
],
"degrees.": [
321
],
"protection": [
324,
668
],
"measure": [
325
],
"type-2": [
330
],
"stone": [
331,
387
],
"fill": [
332,
388
],
"(less": [
333,
389
],
"than": [
334,
390
],
"36": [
335
],
"inches": [
336,
392
],
"diameter)": [
337,
393
],
"upstream": [
340
],
"end": [
341,
353
],
"left": [
344,
357,
373,
396,
400
],
"abutment": [
345,
397,
548
],
"upstream,": [
349
],
"along": [
350,
359,
371
],
"wingwall,": [
358
],
"7": [
364
],
"90": [
367
],
"downstream,": [
369
],
"15": [
376
],
"40": [
379
],
"downstream.": [
381
],
"Also,": [
382
],
"there": [
383
],
"type-": [
385
],
"1": [
386,
585
],
"24": [
391
],
"wingwall.": [
401
],
"Additional": [
402,
556
],
"details": [
403
],
"describing": [
404
],
"conditions": [
405
],
"Summary": [
415
],
"Appendices": [
417
],
"D": [
418
],
"E.": [
420
],
"Scour": [
421,
602
],
"depths": [
422,
502,
560,
562,
603,
644,
679
],
"recommended": [
424
],
"rock": [
425
],
"rip-rap": [
426
],
"sizes": [
427
],
"were": [
428,
604
],
"computed": [
429,
593,
642,
687
],
"using": [
430
],
"general": [
432
],
"guidelines": [
433
],
"described": [
434
],
"Hydraulic": [
436
],
"Engineering": [
437
],
"Circular": [
438
],
"18": [
439
],
"(Richardson": [
440,
635
],
"others,": [
442,
637
],
"Total": [
444,
488
],
"highway": [
448
],
"comprised": [
451
],
"three": [
453,
495
],
"components:": [
454
],
"1)": [
455
],
"long-term": [
456
],
"streambed": [
457
],
"degradation;": [
458
],
"2)": [
459
],
"contraction": [
460,
504,
531
],
"(due": [
462
],
"accelerated": [
464,
482
],
"flow": [
465,
471,
483
],
"caused": [
466
],
"reduction": [
469
],
"bridge)": [
475
],
"and;": [
476
],
"3)": [
477
],
"local": [
478,
506
],
"(caused": [
480
],
"around": [
484
],
"piers": [
485
],
"abutments).": [
487
],
"sum": [
492
],
"components.": [
496
],
"Equations": [
497
],
"available": [
499
],
"compute": [
501
],
"summary": [
510
],
"these": [
515
],
"computations": [
516
],
"follows.": [
517
],
"Contraction": [
518
],
"modelled": [
521
],
"flows": [
522
],
"ranged": [
523,
540
],
"1.2": [
525
],
"1.8": [
527
],
"worst-case": [
530,
547
],
"occurred": [
533,
551
],
"500-year": [
536,
554
],
"discharge.": [
537,
555
],
"Abutment": [
538
],
"7.6": [
542
],
"14.1": [
544
],
"information": [
557,
651
],
"armoring": [
564
],
"section": [
569
],
"titled": [
570
],
"\u201cScour": [
571
],
"Results\u201d.": [
572
],
"Scoured-streambed": [
573
],
"elevations,": [
574
],
"based": [
575
],
"calculated": [
578,
605
],
"depths,": [
580
],
"presented": [
582,
598
],
"tables": [
584
],
"2.": [
587
],
"cross-section": [
589
],
"figure": [
600
],
"8.": [
601
],
"assuming": [
606
],
"infinite": [
608
],
"depth": [
609
],
"erosive": [
611
],
"homogeneous": [
615
],
"particle-size": [
616
],
"distribution.": [
617
],
"It": [
618
],
"generally": [
620
],
"accepted": [
621
],
"Froehlich": [
624
],
"equation": [
625
],
"(abutment": [
626
],
"scour)": [
627
],
"gives": [
628
],
"\u201cexcessively": [
629
],
"conservative": [
630
],
"estimates": [
631
],
"depths\u201d": [
634
],
"1995,": [
638
],
"p.": [
639
],
"47).": [
640
],
"Usually,": [
641
],
"evaluated": [
646
],
"combination": [
648
],
"other": [
650
],
"(but": [
653
],
"not": [
654
],
"limited": [
655
],
"to)": [
656
],
"historical": [
657
],
"performance": [
658
],
"during": [
659
],
"flood": [
660
],
"events,": [
661
],
"assessment,": [
665
],
"existing": [
666
],
"measures,": [
669
],
"hydraulic": [
675
],
"analyses.": [
676
],
"Therefore,": [
677
],
"adopted": [
680
],
"VTAOT": [
682
],
"may": [
683
],
"differ": [
684
],
"values": [
688
],
"documented": [
689
],
"herein.": [
690
]
},
"apc_list": null,
"apc_paid": null,
"authorships": [
{
"author_position": "first",
"author": {
"id": "https://openalex.org/A5075903150",
"display_name": "Michael A. Ivanoff",
"orcid": null
},
"institutions": [],
"countries": [],
"is_corresponding": false,
"raw_author_name": "Michael A. Ivanoff",
"raw_affiliation_strings": [],
"affiliations": []
},
{
"author_position": "last",
"author": {
"id": "https://openalex.org/A5082616925",
"display_name": "Laura Medalie",
"orcid": "https://orcid.org/0000-0002-2440-2149"
},
"institutions": [],
"countries": [],
"is_corresponding": false,
"raw_author_name": "Laura Medalie",
"raw_affiliation_strings": [],
"affiliations": []
}
],
"best_oa_location": {
"is_oa": true,
"landing_page_url": "https://doi.org/10.3133/ofr97424",
"pdf_url": "https://pubs.usgs.gov/of/1997/0424/report.pdf",
"source": {
"id": "https://openalex.org/S4210194219",
"display_name": "Antarctica A Keystone in a Changing World",
"issn_l": "0196-1497",
"issn": [
"0196-1497",
"2331-1258",
"2332-4899"
],
"is_oa": true,
"is_in_doaj": false,
"is_core": true,
"host_organization": "https://openalex.org/P4310316088",
"host_organization_name": "United States Department of the Interior",
"host_organization_lineage": [
"https://openalex.org/P4310316088"
],
"host_organization_lineage_names": [
"United States Department of the Interior"
],
"type": "journal"
},
"license": null,
"license_id": null,
"version": "publishedVersion",
"is_accepted": true,
"is_published": true
},
"biblio": {
"volume": null,
"issue": null,
"first_page": null,
"last_page": null
},
"citation_normalized_percentile": null,
"cited_by_api_url": "https://api.openalex.org/works?filter=cites:W190855071",
"cited_by_count": 0,
"cited_by_percentile_year": {
"min": 0,
"max": 57
},
"concepts": [
{
"id": "https://openalex.org/c76886044",
"wikidata": "https://www.wikidata.org/wiki/Q2883300",
"display_name": "Hydrology (agriculture)",
"level": 2,
"score": 0.65510917,
"qid": "Q161210"
},
{
"id": "https://openalex.org/c127162648",
"wikidata": "https://www.wikidata.org/wiki/Q16858953",
"display_name": "Channel (broadcasting)",
"level": 2,
"score": 0.58100945,
"qid": null
},
{
"id": "https://openalex.org/c2776133958",
"wikidata": "https://www.wikidata.org/wiki/Q7918366",
"display_name": "Vegetation (pathology)",
"level": 2,
"score": 0.5227851,
"qid": null
},
{
"id": "https://openalex.org/c127313418",
"wikidata": "https://www.wikidata.org/wiki/Q1069",
"display_name": "Geology",
"level": 0,
"score": 0.47220263,
"qid": "Q158984"
},
{
"id": "https://openalex.org/c126645576",
"wikidata": "https://www.wikidata.org/wiki/Q166620",
"display_name": "Drainage basin",
"level": 2,
"score": 0.45715046,
"qid": null
},
{
"id": "https://openalex.org/c166957645",
"wikidata": "https://www.wikidata.org/wiki/Q23498",
"display_name": "Archaeology",
"level": 1,
"score": 0.45108235,
"qid": "Q226195"
},
{
"id": "https://openalex.org/c148043351",
"wikidata": "https://www.wikidata.org/wiki/Q4456944",
"display_name": "Current (fluid)",
"level": 2,
"score": 0.42612755,
"qid": null
},
{
"id": "https://openalex.org/c205649164",
"wikidata": "https://www.wikidata.org/wiki/Q1071",
"display_name": "Geography",
"level": 0,
"score": 0.37172645,
"qid": "Q158983"
},
{
"id": "https://openalex.org/c187320778",
"wikidata": "https://www.wikidata.org/wiki/Q1349130",
"display_name": "Geotechnical engineering",
"level": 1,
"score": 0.1697396,
"qid": "Q226247"
},
{
"id": "https://openalex.org/c127413603",
"wikidata": "https://www.wikidata.org/wiki/Q11023",
"display_name": "Engineering",
"level": 0,
"score": 0.121866465,
"qid": "Q158977"
},
{
"id": "https://openalex.org/c58640448",
"wikidata": "https://www.wikidata.org/wiki/Q42515",
"display_name": "Cartography",
"level": 1,
"score": 0.11979735,
"qid": "Q158966"
},
{
"id": "https://openalex.org/c111368507",
"wikidata": "https://www.wikidata.org/wiki/Q43518",
"display_name": "Oceanography",
"level": 1,
"score": 0.11267468,
"qid": "Q166123"
},
{
"id": "https://openalex.org/c71924100",
"wikidata": "https://www.wikidata.org/wiki/Q11190",
"display_name": "Medicine",
"level": 0,
"score": 0.0,
"qid": "Q166104"
},
{
"id": "https://openalex.org/c119599485",
"wikidata": "https://www.wikidata.org/wiki/Q43035",
"display_name": "Electrical engineering",
"level": 1,
"score": 0.0,
"qid": "Q226231"
},
{
"id": "https://openalex.org/c142724271",
"wikidata": "https://www.wikidata.org/wiki/Q7208",
"display_name": "Pathology",
"level": 1,
"score": 0.0,
"qid": "Q166260"
}
],
"corresponding_author_ids": [],
"corresponding_institution_ids": [],
"countries_distinct_count": 0,
"counts_by_year": [],
"created_date": "2016-06-24",
"datasets": [],
"display_name": "Level II scour analysis for Bridge 12 (NEWFVT00300012) on State Route 30, crossing Smith Brook, Newfane, Vermont",
"doi": "https://doi.org/10.3133/ofr97424",
"fulltext_origin": "pdf",
"fwci": 0.0,
"grants": [],
"has_fulltext": true,
"id": "https://openalex.org/W190855071",
"ids": {
"openalex": "https://openalex.org/W190855071",
"doi": "https://doi.org/10.3133/ofr97424",
"mag": "190855071"
},
"indexed_in": [
"crossref"
],
"institutions_distinct_count": 0,
"is_paratext": false,
"is_retracted": false,
"keywords": [
{
"id": "https://openalex.org/keywords/sediment-transport-models",
"display_name": "Sediment Transport Models",
"score": 0.448294
}
],
"language": "en",
"locations": [
{
"is_oa": true,
"landing_page_url": "https://doi.org/10.3133/ofr97424",
"pdf_url": "https://pubs.usgs.gov/of/1997/0424/report.pdf",
"source": {
"id": "https://openalex.org/S4210194219",
"display_name": "Antarctica A Keystone in a Changing World",
"issn_l": "0196-1497",
"issn": [
"0196-1497",
"2331-1258",
"2332-4899"
],
"is_oa": true,
"is_in_doaj": false,
"is_core": true,
"host_organization": "https://openalex.org/P4310316088",
"host_organization_name": "United States Department of the Interior",
"host_organization_lineage": [
"https://openalex.org/P4310316088"
],
"host_organization_lineage_names": [
"United States Department of the Interior"
],
"type": "journal"
},
"license": null,
"license_id": null,
"version": "publishedVersion",
"is_accepted": true,
"is_published": true
}
],
"locations_count": 1,
"mesh": [],
"ngrams_url": "https://api.openalex.org/works/W190855071/ngrams",
"open_access": {
"is_oa": true,
"oa_status": "bronze",
"oa_url": "https://pubs.usgs.gov/of/1997/0424/report.pdf",
"any_repository_has_fulltext": false
},
"primary_location": {
"is_oa": true,
"landing_page_url": "https://doi.org/10.3133/ofr97424",
"pdf_url": "https://pubs.usgs.gov/of/1997/0424/report.pdf",
"source": {
"id": "https://openalex.org/S4210194219",
"display_name": "Antarctica A Keystone in a Changing World",
"issn_l": "0196-1497",
"issn": [
"0196-1497",
"2331-1258",
"2332-4899"
],
"is_oa": true,
"is_in_doaj": false,
"is_core": true,
"host_organization": "https://openalex.org/P4310316088",
"host_organization_name": "United States Department of the Interior",
"host_organization_lineage": [
"https://openalex.org/P4310316088"
],
"host_organization_lineage_names": [
"United States Department of the Interior"
],
"type": "journal"
},
"license": null,
"license_id": null,
"version": "publishedVersion",
"is_accepted": true,
"is_published": true
},
"primary_topic": {
"id": "https://openalex.org/T10577",
"display_name": "Ecological Dynamics of Riverine Landscapes",
"score": 0.9991,
"subfield": {
"id": "https://openalex.org/subfields/2303",
"display_name": "Ecology"
},
"field": {
"id": "https://openalex.org/fields/23",
"display_name": "Environmental Science"
},
"domain": {
"id": "https://openalex.org/domains/3",
"display_name": "Physical Sciences"
}
},
"publication_date": "1997-01-01",
"publication_year": 1997,
"referenced_works": [
"https://openalex.org/W1008325929",
"https://openalex.org/W11586067",
"https://openalex.org/W1522772939",
"https://openalex.org/W2013209418",
"https://openalex.org/W2081533047",
"https://openalex.org/W2261857542",
"https://openalex.org/W2556973381",
"https://openalex.org/W326222246",
"https://openalex.org/W629909089",
"https://openalex.org/W937981908"
],
"referenced_works_count": 10,
"related_works": [
"https://openalex.org/W4244464241",
"https://openalex.org/W2809439637",
"https://openalex.org/W2795381939",
"https://openalex.org/W2384573129",
"https://openalex.org/W2360165943",
"https://openalex.org/W2358945257",
"https://openalex.org/W2351224547",
"https://openalex.org/W2222126384",
"https://openalex.org/W2075685683",
"https://openalex.org/W1982412832"
],
"sustainable_development_goals": [
{
"score": 0.54,
"id": "https://metadata.un.org/sdg/11",
"display_name": "Sustainable cities and communities"
}
],
"title": "Level II scour analysis for Bridge 12 (NEWFVT00300012) on State Route 30, crossing Smith Brook, Newfane, Vermont",
"topics": [
{
"id": "https://openalex.org/T10577",
"display_name": "Ecological Dynamics of Riverine Landscapes",
"score": 0.9991,
"subfield": {
"id": "https://openalex.org/subfields/2303",
"display_name": "Ecology"
},
"field": {
"id": "https://openalex.org/fields/23",
"display_name": "Environmental Science"
},
"domain": {
"id": "https://openalex.org/domains/3",
"display_name": "Physical Sciences"
}
},
{
"id": "https://openalex.org/T10889",
"display_name": "Soil Erosion and Agricultural Sustainability",
"score": 0.9708,
"subfield": {
"id": "https://openalex.org/subfields/1111",
"display_name": "Soil Science"
},
"field": {
"id": "https://openalex.org/fields/11",
"display_name": "Agricultural and Biological Sciences"
},
"domain": {
"id": "https://openalex.org/domains/1",
"display_name": "Life Sciences"
}
},
{
"id": "https://openalex.org/T12022",
"display_name": "Scale Effects in Hydraulic Engineering Models",
"score": 0.9484,
"subfield": {
"id": "https://openalex.org/subfields/2205",
"display_name": "Civil and Structural Engineering"
},
"field": {
"id": "https://openalex.org/fields/22",
"display_name": "Engineering"
},
"domain": {
"id": "https://openalex.org/domains/3",
"display_name": "Physical Sciences"
}
}
],
"type": "article",
"type_crossref": "journal-article",
"updated_date": "2024-08-09T03:31:10.267179",
"versions": [],
"qid": "Q79445"
}
}
