Created at 1am, Jan 24
yNwHstLEScience
1
Dengesiz (Kararsız) Akım Koşullarında Kuyu Hidroliği, Theis ve Cooper-Jacob Yöntemleri ile Soru Çözümü ve Formüller
fLC2bPSlvqdsaXa8At4lZTzT1Vanan8BQh3gpKpD2Us
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PDF
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5
Embed. Model
text_embedding_ada_002
Index Type
hnsw

Dengesiz (Kararsız) Akım Koşullarında Kuyu Hidroliği, Theis ve Cooper-Jacob Yöntemleri ile Soru Çözümü ve Formüller

(s, SORU: Zaman, t Dm, s Basnl bir akiferde 32 saat sresince 20 lt/s sabit debi ile pompalama deneyi ve dengeli akm koullarna yaplm ulalmad Pompalama gzlenmitir. kuyusundan 100 m uzaklkda yer alan gzlem kuyularnda dm deerleri izelge 1de verilmektedir. Akiferin kalnl 15 m olduuna gre; llen Akifere ait iletimlilik (m3/gn/m) ve Cooperkullanarak katsaylarn yntemini depolama Jacob hesaplaynz? ait Akifere hidrolik iletkenlik (m/gn) katsaysn hesaplaynz? Saat 1 2 3 4 5 6 8 10 12 14 16 18 20 24 28 32 Gn 100 m 0.1 0.17 0.28 0.32 0.4 0.48 0.61 0.72 0.82 0.88 0.95 1 1.06 1.17 1.24 1.3 5 Gn 0.042 0.083 0.125 0.167 0.208 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 1.000 1.167 1.333
id: d03b3a0e87d8598d5b926da6e04eb3a8 - page: 5
Dm (m) 0.10 0.17 0.28 0.32 0.40 0.48 0.61 0.72 0.82 0.88 0.95 1.00 1.06 1.17 1.24 1.30 Saat 1 2 3 4 5 6 8 10 12 14 16 18 20 24 28 32 1.5 1.4 1.3 1.2 1.1 1.0 ) m ( 0.9 s , m D 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.01 Zaman 1 gn=24 saat Gn 0.042 0.083 0.125 0.167 0.208 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 1.000 1.167 1.333 0.10 Dm (m) 0.10 0.17 0.28 0.32 0.40 0.48 0.61 0.72 0.82 0.88 0.95 1.00 1.06 1.17 1.24 1.30 Zaman (gn) 1.00 10.00 6 Gn 0.042 0.083 0.125 0.167 0.208 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 1.000 1.167 1.333 ) m ( s , m D Dm (m) 0.10 0.17 0.28 0.32 0.40 0.48 0.61 0.72 0.82 0.88 0.95 1.00 1.06 1.17 1.24 1.30 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.01 ) m ( s , m D 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.01 t0=0.09 gn 0.10 0.10 Zaman (gn) Zaman (gn) 1.00 s= 1.1 m 1.00 10.00 10.00 7 DEV ) m ( s
id: 66a8a6c6d4b76a7e5c8282a622f153d0 - page: 6
5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.01 t0=0.09 gn 0.10 Zaman (gn) s= 1.1 m 1.00 10.00 T= Kxb K= 287.5/15= 19.17 m/gn 8
id: 084895ab91104f6ab585ec032d7cacf1 - page: 8
How to Retrieve?
# Search

curl -X POST "https://search.dria.co/hnsw/search" \
-H "x-api-key: <YOUR_API_KEY>" \
-H "Content-Type: application/json" \
-d '{"rerank": true, "top_n": 10, "contract_id": "fLC2bPSlvqdsaXa8At4lZTzT1Vanan8BQh3gpKpD2Us", "query": "What is alexanDRIA library?"}'
        
# Query

curl -X POST "https://search.dria.co/hnsw/query" \
-H "x-api-key: <YOUR_API_KEY>" \
-H "Content-Type: application/json" \
-d '{"vector": [0.123, 0.5236], "top_n": 10, "contract_id": "fLC2bPSlvqdsaXa8At4lZTzT1Vanan8BQh3gpKpD2Us", "level": 2}'