1,449,764
edits
(Wrote fresh schema.org document to item wiki page) |
(Update item cache) |
||
Line 1: | Line 1: | ||
{"@context": "https://schema.org", "@type": "CreativeWork", "additionalType": "USGS Numbered Series", "name": "Culvert Analysis Program Graphical User Interface 1.0--A preprocessing and postprocessing tool for estimating flow through culvert", "identifier": [{"@type": "PropertyValue", "propertyID": "USGS Publications Warehouse IndexID", "value": "fs20133045", "url": "https://pubs.usgs.gov/publication/fs20133045"}, {"@type": "PropertyValue", "propertyID": "USGS Publications Warehouse Internal ID", "value": 70047060}, {"@type": "PropertyValue", "propertyID": "DOI", "value": "10.3133/fs20133045", "url": "https://doi.org/10.3133/fs20133045"}], "inLanguage": "en", "isPartOf": [{"@type": "CreativeWorkSeries", "name": "Fact Sheet"}], "datePublished": "2013", "dateModified": "2013-07-16", "abstract": "The peak discharge of a flood can be estimated from the elevation of high-water marks near the inlet and outlet of a culvert after the flood has occurred. This type of discharge estimate is called an \u201cindirect measurement\u201d because it relies on evidence left behind by the flood, such as high-water marks on trees or buildings. When combined with the cross-sectional geometry of the channel upstream from the culvert and the culvert size, shape, roughness, and orientation, the high-water marks define a water-surface profile that can be used to estimate the peak discharge by using the methods described by Bodhaine (1968). This type of measurement is in contrast to a \u201cdirect\u201d measurement of discharge made during the flood where cross-sectional area is measured and a current meter or acoustic equipment is used to measure the water velocity. When a direct discharge measurement cannot be made at a streamgage during high flows because of logistics or safety reasons, an indirect measurement of a peak discharge is useful for defining the high-flow section of the stage-discharge relation (rating curve) at the streamgage, resulting in more accurate computation of high flows. The Culvert Analysis Program (CAP) (Fulford, 1998) is a command-line program written in Fortran for computing peak discharges and culvert rating surfaces or curves. CAP reads input data from a formatted text file and prints results to another formatted text file. Preparing and correctly formatting the input file may be time-consuming and prone to errors. This document describes the CAP graphical user interface (GUI)\u2014a modern, cross-platform, menu-driven application that prepares the CAP input file, executes the program, and helps the user interpret the output", "description": "4 p.", "publisher": {"@type": "Organization", "name": "U.S. Geological Survey"}, "author": [{"@type": "Person", "name": "Bradley, D. Nathan", "givenName": "D. Nathan", "familyName": "Bradley"}], "funder": [{"@type": "Organization", "name": "Hydrologic Analysis Software Support Program", "url": "https://www.usgs.gov/labs/hydrologic-instrumentation-facility"}]} | { | ||
"USGS Publications Warehouse": { | |||
"schema": { | |||
"@context": "https://schema.org", | |||
"@type": "CreativeWork", | |||
"additionalType": "USGS Numbered Series", | |||
"name": "Culvert Analysis Program Graphical User Interface 1.0--A preprocessing and postprocessing tool for estimating flow through culvert", | |||
"identifier": [ | |||
{ | |||
"@type": "PropertyValue", | |||
"propertyID": "USGS Publications Warehouse IndexID", | |||
"value": "fs20133045", | |||
"url": "https://pubs.usgs.gov/publication/fs20133045" | |||
}, | |||
{ | |||
"@type": "PropertyValue", | |||
"propertyID": "USGS Publications Warehouse Internal ID", | |||
"value": 70047060 | |||
}, | |||
{ | |||
"@type": "PropertyValue", | |||
"propertyID": "DOI", | |||
"value": "10.3133/fs20133045", | |||
"url": "https://doi.org/10.3133/fs20133045" | |||
} | |||
], | |||
"inLanguage": "en", | |||
"isPartOf": [ | |||
{ | |||
"@type": "CreativeWorkSeries", | |||
"name": "Fact Sheet" | |||
} | |||
], | |||
"datePublished": "2013", | |||
"dateModified": "2013-07-16", | |||
"abstract": "The peak discharge of a flood can be estimated from the elevation of high-water marks near the inlet and outlet of a culvert after the flood has occurred. This type of discharge estimate is called an \u201cindirect measurement\u201d because it relies on evidence left behind by the flood, such as high-water marks on trees or buildings. When combined with the cross-sectional geometry of the channel upstream from the culvert and the culvert size, shape, roughness, and orientation, the high-water marks define a water-surface profile that can be used to estimate the peak discharge by using the methods described by Bodhaine (1968). This type of measurement is in contrast to a \u201cdirect\u201d measurement of discharge made during the flood where cross-sectional area is measured and a current meter or acoustic equipment is used to measure the water velocity. When a direct discharge measurement cannot be made at a streamgage during high flows because of logistics or safety reasons, an indirect measurement of a peak discharge is useful for defining the high-flow section of the stage-discharge relation (rating curve) at the streamgage, resulting in more accurate computation of high flows. The Culvert Analysis Program (CAP) (Fulford, 1998) is a command-line program written in Fortran for computing peak discharges and culvert rating surfaces or curves. CAP reads input data from a formatted text file and prints results to another formatted text file. Preparing and correctly formatting the input file may be time-consuming and prone to errors. This document describes the CAP graphical user interface (GUI)\u2014a modern, cross-platform, menu-driven application that prepares the CAP input file, executes the program, and helps the user interpret the output", | |||
"description": "4 p.", | |||
"publisher": { | |||
"@type": "Organization", | |||
"name": "U.S. Geological Survey" | |||
}, | |||
"author": [ | |||
{ | |||
"@type": "Person", | |||
"name": "Bradley, D. Nathan", | |||
"givenName": "D. Nathan", | |||
"familyName": "Bradley" | |||
} | |||
], | |||
"funder": [ | |||
{ | |||
"@type": "Organization", | |||
"name": "Hydrologic Analysis Software Support Program", | |||
"url": "https://www.usgs.gov/labs/hydrologic-instrumentation-facility" | |||
} | |||
] | |||
} | |||
}, | |||
"OpenAlex": { | |||
"abstract_inverted_index": { | |||
"The": [ | |||
0, | |||
188 | |||
], | |||
"peak": [ | |||
1, | |||
91, | |||
162, | |||
204 | |||
], | |||
"discharge": [ | |||
2, | |||
31, | |||
92, | |||
113, | |||
140, | |||
163 | |||
], | |||
"of": [ | |||
3, | |||
12, | |||
20, | |||
30, | |||
62, | |||
103, | |||
112, | |||
152, | |||
160, | |||
171, | |||
185 | |||
], | |||
"a": [ | |||
4, | |||
21, | |||
81, | |||
109, | |||
124, | |||
138, | |||
146, | |||
161, | |||
196, | |||
217 | |||
], | |||
"flood": [ | |||
5, | |||
25, | |||
117 | |||
], | |||
"can": [ | |||
6, | |||
85 | |||
], | |||
"be": [ | |||
7, | |||
86, | |||
143, | |||
237 | |||
], | |||
"estimated": [ | |||
8 | |||
], | |||
"from": [ | |||
9, | |||
66, | |||
216 | |||
], | |||
"the": [ | |||
10, | |||
16, | |||
24, | |||
46, | |||
59, | |||
63, | |||
67, | |||
70, | |||
77, | |||
90, | |||
95, | |||
116, | |||
134, | |||
168, | |||
172, | |||
178, | |||
233, | |||
246, | |||
258, | |||
263, | |||
267, | |||
270 | |||
], | |||
"elevation": [ | |||
11 | |||
], | |||
"high-water": [ | |||
13, | |||
50, | |||
78 | |||
], | |||
"marks": [ | |||
14, | |||
51, | |||
79 | |||
], | |||
"near": [ | |||
15 | |||
], | |||
"inlet": [ | |||
17 | |||
], | |||
"and": [ | |||
18, | |||
69, | |||
75, | |||
123, | |||
206, | |||
221, | |||
230, | |||
239, | |||
265 | |||
], | |||
"outlet": [ | |||
19 | |||
], | |||
"culvert": [ | |||
22, | |||
68, | |||
71, | |||
207 | |||
], | |||
"after": [ | |||
23 | |||
], | |||
"has": [ | |||
26 | |||
], | |||
"occurred.": [ | |||
27 | |||
], | |||
"This": [ | |||
28, | |||
101, | |||
243 | |||
], | |||
"type": [ | |||
29, | |||
102 | |||
], | |||
"estimate": [ | |||
32, | |||
89 | |||
], | |||
"is": [ | |||
33, | |||
105, | |||
121, | |||
130, | |||
164, | |||
195 | |||
], | |||
"called": [ | |||
34 | |||
], | |||
"an": [ | |||
35, | |||
157 | |||
], | |||
"\u201cindirect": [ | |||
36 | |||
], | |||
"measurement\u201d": [ | |||
37 | |||
], | |||
"because": [ | |||
38, | |||
151 | |||
], | |||
"it": [ | |||
39 | |||
], | |||
"relies": [ | |||
40 | |||
], | |||
"on": [ | |||
41, | |||
52 | |||
], | |||
"evidence": [ | |||
42 | |||
], | |||
"left": [ | |||
43 | |||
], | |||
"behind": [ | |||
44 | |||
], | |||
"by": [ | |||
45, | |||
93, | |||
98 | |||
], | |||
"flood,": [ | |||
47 | |||
], | |||
"such": [ | |||
48 | |||
], | |||
"as": [ | |||
49 | |||
], | |||
"trees": [ | |||
53 | |||
], | |||
"or": [ | |||
54, | |||
127, | |||
154, | |||
210 | |||
], | |||
"buildings.": [ | |||
55 | |||
], | |||
"When": [ | |||
56, | |||
137 | |||
], | |||
"combined": [ | |||
57 | |||
], | |||
"with": [ | |||
58 | |||
], | |||
"cross-sectional": [ | |||
60, | |||
119 | |||
], | |||
"geometry": [ | |||
61 | |||
], | |||
"channel": [ | |||
64 | |||
], | |||
"upstream": [ | |||
65 | |||
], | |||
"size,": [ | |||
72 | |||
], | |||
"shape,": [ | |||
73 | |||
], | |||
"roughness,": [ | |||
74 | |||
], | |||
"orientation,": [ | |||
76 | |||
], | |||
"define": [ | |||
80 | |||
], | |||
"water-surface": [ | |||
82 | |||
], | |||
"profile": [ | |||
83 | |||
], | |||
"that": [ | |||
84, | |||
256 | |||
], | |||
"used": [ | |||
87, | |||
131 | |||
], | |||
"to": [ | |||
88, | |||
108, | |||
132, | |||
224, | |||
241 | |||
], | |||
"using": [ | |||
94 | |||
], | |||
"methods": [ | |||
96 | |||
], | |||
"described": [ | |||
97 | |||
], | |||
"Bodhaine": [ | |||
99 | |||
], | |||
"(1968).": [ | |||
100 | |||
], | |||
"measurement": [ | |||
104, | |||
111, | |||
141, | |||
159 | |||
], | |||
"in": [ | |||
106, | |||
181, | |||
200 | |||
], | |||
"contrast": [ | |||
107 | |||
], | |||
"\u201cdirect\u201d": [ | |||
110 | |||
], | |||
"made": [ | |||
114, | |||
144 | |||
], | |||
"during": [ | |||
115, | |||
148 | |||
], | |||
"where": [ | |||
118 | |||
], | |||
"area": [ | |||
120 | |||
], | |||
"measured": [ | |||
122 | |||
], | |||
"current": [ | |||
125 | |||
], | |||
"meter": [ | |||
126 | |||
], | |||
"acoustic": [ | |||
128 | |||
], | |||
"equipment": [ | |||
129 | |||
], | |||
"measure": [ | |||
133 | |||
], | |||
"water": [ | |||
135 | |||
], | |||
"velocity.": [ | |||
136 | |||
], | |||
"direct": [ | |||
139 | |||
], | |||
"cannot": [ | |||
142 | |||
], | |||
"at": [ | |||
145, | |||
177 | |||
], | |||
"streamgage": [ | |||
147 | |||
], | |||
"high": [ | |||
149, | |||
186 | |||
], | |||
"flows": [ | |||
150 | |||
], | |||
"logistics": [ | |||
153 | |||
], | |||
"safety": [ | |||
155 | |||
], | |||
"reasons,": [ | |||
156 | |||
], | |||
"indirect": [ | |||
158 | |||
], | |||
"useful": [ | |||
165 | |||
], | |||
"for": [ | |||
166, | |||
202 | |||
], | |||
"defining": [ | |||
167 | |||
], | |||
"high-flow": [ | |||
169 | |||
], | |||
"section": [ | |||
170 | |||
], | |||
"stage-discharge": [ | |||
173 | |||
], | |||
"relation": [ | |||
174 | |||
], | |||
"(rating": [ | |||
175 | |||
], | |||
"curve)": [ | |||
176 | |||
], | |||
"streamgage,": [ | |||
179 | |||
], | |||
"resulting": [ | |||
180 | |||
], | |||
"more": [ | |||
182 | |||
], | |||
"accurate": [ | |||
183 | |||
], | |||
"computation": [ | |||
184 | |||
], | |||
"flows.": [ | |||
187 | |||
], | |||
"Culvert": [ | |||
189 | |||
], | |||
"Analysis": [ | |||
190 | |||
], | |||
"Program": [ | |||
191 | |||
], | |||
"(CAP)": [ | |||
192 | |||
], | |||
"(Fulford,": [ | |||
193 | |||
], | |||
"1998)": [ | |||
194 | |||
], | |||
"command-line": [ | |||
197 | |||
], | |||
"program": [ | |||
198 | |||
], | |||
"written": [ | |||
199 | |||
], | |||
"Fortran": [ | |||
201 | |||
], | |||
"computing": [ | |||
203 | |||
], | |||
"discharges": [ | |||
205 | |||
], | |||
"rating": [ | |||
208 | |||
], | |||
"surfaces": [ | |||
209 | |||
], | |||
"curves.": [ | |||
211 | |||
], | |||
"CAP": [ | |||
212, | |||
247, | |||
259 | |||
], | |||
"reads": [ | |||
213 | |||
], | |||
"input": [ | |||
214, | |||
234, | |||
260 | |||
], | |||
"data": [ | |||
215 | |||
], | |||
"formatted": [ | |||
218, | |||
226 | |||
], | |||
"text": [ | |||
219, | |||
227 | |||
], | |||
"file": [ | |||
220, | |||
235 | |||
], | |||
"prints": [ | |||
222 | |||
], | |||
"results": [ | |||
223 | |||
], | |||
"another": [ | |||
225 | |||
], | |||
"file.": [ | |||
228 | |||
], | |||
"Preparing": [ | |||
229 | |||
], | |||
"correctly": [ | |||
231 | |||
], | |||
"formatting": [ | |||
232 | |||
], | |||
"may": [ | |||
236 | |||
], | |||
"time-consuming": [ | |||
238 | |||
], | |||
"prone": [ | |||
240 | |||
], | |||
"errors.": [ | |||
242 | |||
], | |||
"document": [ | |||
244 | |||
], | |||
"describes": [ | |||
245 | |||
], | |||
"graphical": [ | |||
248 | |||
], | |||
"user": [ | |||
249, | |||
268 | |||
], | |||
"interface": [ | |||
250 | |||
], | |||
"(GUI)\u2014a": [ | |||
251 | |||
], | |||
"modern,": [ | |||
252 | |||
], | |||
"cross-platform,": [ | |||
253 | |||
], | |||
"menu-driven": [ | |||
254 | |||
], | |||
"application": [ | |||
255 | |||
], | |||
"prepares": [ | |||
257 | |||
], | |||
"file,": [ | |||
261 | |||
], | |||
"executes": [ | |||
262 | |||
], | |||
"program,": [ | |||
264 | |||
], | |||
"helps": [ | |||
266 | |||
], | |||
"interpret": [ | |||
269 | |||
], | |||
"output": [ | |||
271 | |||
] | |||
}, | |||
"apc_list": null, | |||
"apc_paid": null, | |||
"authorships": [ | |||
{ | |||
"author_position": "first", | |||
"author": { | |||
"id": "https://openalex.org/A5038480778", | |||
"display_name": "D. Nathan Bradley", | |||
"orcid": "https://orcid.org/0000-0003-3062-9494" | |||
}, | |||
"institutions": [], | |||
"countries": [], | |||
"is_corresponding": true, | |||
"raw_author_name": "D. Nathan Bradley", | |||
"raw_affiliation_strings": [], | |||
"affiliations": [] | |||
} | |||
], | |||
"best_oa_location": { | |||
"is_oa": true, | |||
"landing_page_url": "https://doi.org/10.3133/fs20133045", | |||
"pdf_url": "https://pubs.usgs.gov/fs/2013/3045/pdf/fs2013-3045.pdf", | |||
"source": { | |||
"id": "https://openalex.org/S4210206611", | |||
"display_name": "Fact sheet", | |||
"issn_l": "2327-6916", | |||
"issn": [ | |||
"2327-6916", | |||
"2327-6932" | |||
], | |||
"is_oa": true, | |||
"is_in_doaj": false, | |||
"is_core": false, | |||
"host_organization": "https://openalex.org/P4310319934", | |||
"host_organization_name": "United States Geological Survey", | |||
"host_organization_lineage": [ | |||
"https://openalex.org/P4310319934", | |||
"https://openalex.org/P4310316088" | |||
], | |||
"host_organization_lineage_names": [ | |||
"United States Geological Survey", | |||
"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": { | |||
"value": 0.5615, | |||
"is_in_top_1_percent": false, | |||
"is_in_top_10_percent": false | |||
}, | |||
"cited_by_api_url": "https://api.openalex.org/works?filter=cites:W1565371391", | |||
"cited_by_count": 2, | |||
"cited_by_percentile_year": { | |||
"min": 74, | |||
"max": 78 | |||
}, | |||
"concepts": [ | |||
{ | |||
"id": "https://openalex.org/c123700513", | |||
"wikidata": "https://www.wikidata.org/wiki/Q4168092", | |||
"display_name": "Culvert", | |||
"level": 2, | |||
"score": 0.9781744, | |||
"qid": null | |||
}, | |||
{ | |||
"id": "https://openalex.org/c87027312", | |||
"wikidata": "https://www.wikidata.org/wiki/Q3487242", | |||
"display_name": "Rating curve", | |||
"level": 3, | |||
"score": 0.5478827, | |||
"qid": null | |||
}, | |||
{ | |||
"id": "https://openalex.org/c76886044", | |||
"wikidata": "https://www.wikidata.org/wiki/Q2883300", | |||
"display_name": "Hydrology (agriculture)", | |||
"level": 2, | |||
"score": 0.462016, | |||
"qid": "Q161210" | |||
}, | |||
{ | |||
"id": "https://openalex.org/c2778241615", | |||
"wikidata": "https://www.wikidata.org/wiki/Q83303", | |||
"display_name": "Fortran", | |||
"level": 2, | |||
"score": 0.4106769, | |||
"qid": null | |||
}, | |||
{ | |||
"id": "https://openalex.org/c187320778", | |||
"wikidata": "https://www.wikidata.org/wiki/Q1349130", | |||
"display_name": "Geotechnical engineering", | |||
"level": 1, | |||
"score": 0.34089842, | |||
"qid": "Q226247" | |||
}, | |||
{ | |||
"id": "https://openalex.org/c41008148", | |||
"wikidata": "https://www.wikidata.org/wiki/Q21198", | |||
"display_name": "Computer science", | |||
"level": 0, | |||
"score": 0.3064091, | |||
"qid": "Q158969" | |||
}, | |||
{ | |||
"id": "https://openalex.org/c127413603", | |||
"wikidata": "https://www.wikidata.org/wiki/Q11023", | |||
"display_name": "Engineering", | |||
"level": 0, | |||
"score": 0.30144376, | |||
"qid": "Q158977" | |||
}, | |||
{ | |||
"id": "https://openalex.org/c127313418", | |||
"wikidata": "https://www.wikidata.org/wiki/Q1069", | |||
"display_name": "Geology", | |||
"level": 0, | |||
"score": 0.25965384, | |||
"qid": "Q158984" | |||
}, | |||
{ | |||
"id": "https://openalex.org/c111919701", | |||
"wikidata": "https://www.wikidata.org/wiki/Q9135", | |||
"display_name": "Operating system", | |||
"level": 1, | |||
"score": 0.0, | |||
"qid": "Q226285" | |||
}, | |||
{ | |||
"id": "https://openalex.org/c151730666", | |||
"wikidata": "https://www.wikidata.org/wiki/Q7205", | |||
"display_name": "Paleontology", | |||
"level": 1, | |||
"score": 0.0, | |||
"qid": "Q159017" | |||
}, | |||
{ | |||
"id": "https://openalex.org/c2816523", | |||
"wikidata": "https://www.wikidata.org/wiki/Q180184", | |||
"display_name": "Sediment", | |||
"level": 2, | |||
"score": 0.0, | |||
"qid": "Q43659" | |||
} | |||
], | |||
"corresponding_author_ids": [ | |||
"https://openalex.org/A5038480778" | |||
], | |||
"corresponding_institution_ids": [], | |||
"countries_distinct_count": 0, | |||
"counts_by_year": [ | |||
{ | |||
"year": 2022, | |||
"cited_by_count": 1 | |||
}, | |||
{ | |||
"year": 2020, | |||
"cited_by_count": 1 | |||
} | |||
], | |||
"created_date": "2016-06-24", | |||
"datasets": [], | |||
"display_name": "Culvert Analysis Program Graphical User Interface 1.0--A preprocessing and postprocessing tool for estimating flow through culvert", | |||
"doi": "https://doi.org/10.3133/fs20133045", | |||
"fulltext_origin": "pdf", | |||
"fwci": 0.0, | |||
"grants": [], | |||
"has_fulltext": true, | |||
"id": "https://openalex.org/W1565371391", | |||
"ids": { | |||
"openalex": "https://openalex.org/W1565371391", | |||
"doi": "https://doi.org/10.3133/fs20133045", | |||
"mag": "1565371391" | |||
}, | |||
"indexed_in": [ | |||
"crossref" | |||
], | |||
"institutions_distinct_count": 0, | |||
"is_paratext": false, | |||
"is_retracted": false, | |||
"keywords": [ | |||
{ | |||
"id": "https://openalex.org/keywords/culvert", | |||
"display_name": "Culvert", | |||
"score": 0.9781744 | |||
}, | |||
{ | |||
"id": "https://openalex.org/keywords/rating-curve", | |||
"display_name": "Rating curve", | |||
"score": 0.5478827 | |||
}, | |||
{ | |||
"id": "https://openalex.org/keywords/two-phase-flow", | |||
"display_name": "Two-Phase Flow", | |||
"score": 0.483976 | |||
}, | |||
{ | |||
"id": "https://openalex.org/keywords/fortran", | |||
"display_name": "Fortran", | |||
"score": 0.4106769 | |||
} | |||
], | |||
"language": "en", | |||
"locations": [ | |||
{ | |||
"is_oa": true, | |||
"landing_page_url": "https://doi.org/10.3133/fs20133045", | |||
"pdf_url": "https://pubs.usgs.gov/fs/2013/3045/pdf/fs2013-3045.pdf", | |||
"source": { | |||
"id": "https://openalex.org/S4210206611", | |||
"display_name": "Fact sheet", | |||
"issn_l": "2327-6916", | |||
"issn": [ | |||
"2327-6916", | |||
"2327-6932" | |||
], | |||
"is_oa": true, | |||
"is_in_doaj": false, | |||
"is_core": false, | |||
"host_organization": "https://openalex.org/P4310319934", | |||
"host_organization_name": "United States Geological Survey", | |||
"host_organization_lineage": [ | |||
"https://openalex.org/P4310319934", | |||
"https://openalex.org/P4310316088" | |||
], | |||
"host_organization_lineage_names": [ | |||
"United States Geological Survey", | |||
"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/W1565371391/ngrams", | |||
"open_access": { | |||
"is_oa": true, | |||
"oa_status": "bronze", | |||
"oa_url": "https://pubs.usgs.gov/fs/2013/3045/pdf/fs2013-3045.pdf", | |||
"any_repository_has_fulltext": false | |||
}, | |||
"primary_location": { | |||
"is_oa": true, | |||
"landing_page_url": "https://doi.org/10.3133/fs20133045", | |||
"pdf_url": "https://pubs.usgs.gov/fs/2013/3045/pdf/fs2013-3045.pdf", | |||
"source": { | |||
"id": "https://openalex.org/S4210206611", | |||
"display_name": "Fact sheet", | |||
"issn_l": "2327-6916", | |||
"issn": [ | |||
"2327-6916", | |||
"2327-6932" | |||
], | |||
"is_oa": true, | |||
"is_in_doaj": false, | |||
"is_core": false, | |||
"host_organization": "https://openalex.org/P4310319934", | |||
"host_organization_name": "United States Geological Survey", | |||
"host_organization_lineage": [ | |||
"https://openalex.org/P4310319934", | |||
"https://openalex.org/P4310316088" | |||
], | |||
"host_organization_lineage_names": [ | |||
"United States Geological Survey", | |||
"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": 0.9968, | |||
"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": "2013-01-01", | |||
"publication_year": 2013, | |||
"referenced_works": [ | |||
"https://openalex.org/W104012987" | |||
], | |||
"referenced_works_count": 1, | |||
"related_works": [ | |||
"https://openalex.org/W620448380", | |||
"https://openalex.org/W2889840278", | |||
"https://openalex.org/W2392562650", | |||
"https://openalex.org/W2388864962", | |||
"https://openalex.org/W2375730282", | |||
"https://openalex.org/W2363547981", | |||
"https://openalex.org/W2323104642", | |||
"https://openalex.org/W2004029469", | |||
"https://openalex.org/W1990501320", | |||
"https://openalex.org/W181492601" | |||
], | |||
"sustainable_development_goals": [ | |||
{ | |||
"score": 0.52, | |||
"display_name": "Clean water and sanitation", | |||
"id": "https://metadata.un.org/sdg/6" | |||
} | |||
], | |||
"title": "Culvert Analysis Program Graphical User Interface 1.0--A preprocessing and postprocessing tool for estimating flow through culvert", | |||
"topics": [ | |||
{ | |||
"id": "https://openalex.org/T10577", | |||
"display_name": "Ecological Dynamics of Riverine Landscapes", | |||
"score": 0.9968, | |||
"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/T12022", | |||
"display_name": "Scale Effects in Hydraulic Engineering Models", | |||
"score": 0.9954, | |||
"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" | |||
} | |||
}, | |||
{ | |||
"id": "https://openalex.org/T12233", | |||
"display_name": "Seismic Design and Analysis of Underground Structures", | |||
"score": 0.9949, | |||
"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": "2024-08-10T20:06:38.965881", | |||
"versions": [], | |||
"qid": "Q61016" | |||
} | |||
} |