diff --git a/apps/fo/app/components/common/UnderComment.tsx b/apps/fo/app/components/common/UnderComment.tsx new file mode 100644 index 000000000..f8a03769b --- /dev/null +++ b/apps/fo/app/components/common/UnderComment.tsx @@ -0,0 +1,32 @@ +import React from 'react' + +/** + * 하단 주석 영역 + */ + +type CommentType={ + commentStartPoint? : string, + commentArray? : string[], + divHeight? : string, +} + +function UnderComment({commentStartPoint="☞", commentArray=[], divHeight="14"} :CommentType) { + const height = "mt-"+divHeight; + + if(commentArray && commentArray.length > 0){ + return ( +
+ {commentArray.map((item, index) => ( + + + {commentStartPoint} {item} + +
+ + ))} +
+ ) + } +} + +export default UnderComment; \ No newline at end of file diff --git a/apps/fo/app/pages/(with-layout)/facilityPrecipitation/page.tsx b/apps/fo/app/pages/(with-layout)/facilityPrecipitation/page.tsx index 0d66de569..e2d7ef5cc 100644 --- a/apps/fo/app/pages/(with-layout)/facilityPrecipitation/page.tsx +++ b/apps/fo/app/pages/(with-layout)/facilityPrecipitation/page.tsx @@ -6,6 +6,7 @@ import ListDiv from "@common/business_components/ui/list_div"; import { useCallback, useEffect, useRef, useState } from "react"; import PrecipitationModal from "./modal/page"; import LoadingOverlay from "@common/business_components/ui/loadingBar"; +import UnderComment from "@/app/components/common/UnderComment"; export default function FacilityPrecipitation() { const {Common @@ -225,7 +226,7 @@ export default function FacilityPrecipitation() {
index !== undefined && cellClick(index)} headName={"시설별 강수현황"} tableData={mainList} headlist={upheadList} pageSize={10} total={total} resetPageNo={resetPage} onPageChange={handlePageChange} />
- ☞ 강우일은 3mm 이상만 해당 / 강우영향일은 강우일 및 강우일 후 연속 2일간으로 정의 + diff --git a/apps/fo/app/pages/(with-layout)/facilityWaterQlty/modal/page.tsx b/apps/fo/app/pages/(with-layout)/facilityWaterQlty/modal/page.tsx index 64c748eeb..33530a6fd 100644 --- a/apps/fo/app/pages/(with-layout)/facilityWaterQlty/modal/page.tsx +++ b/apps/fo/app/pages/(with-layout)/facilityWaterQlty/modal/page.tsx @@ -8,6 +8,22 @@ import type { ReturnType } from "../../../../components/common/FacilityTermModal import FacilityTermModalHeader from "../../../../components/common/FacilityTermModalHeader"; import { HeadMakeColSpan } from "../HeadMakeColSpan"; import { roundNumber } from "@/app/components/common/DataForm"; +import UnderComment from "@/app/components/common/UnderComment"; + +const commentArrayDefault = [ + "미처리하수량 =[(강우시 일별유입유량*강우시 일별유입BOD)-(청천시 연평균유입유량*청천시 연평균유입BOD)]​ / (강우시 일별유입BOD)​", + "음수값 발생시 제외(null, 평균값 산정시 제외)" +]; + +const commentArrayChungchun = [ + ...commentArrayDefault, + "청천시 : 강우량이 3mm미만의 날" +]; + +const commentArrayRain = [ + ...commentArrayDefault, + "강우량 3mm 이상만 날과 강우영향일(강우일+2일)의 날" +]; type ModalProps ={ fcltyName: string; @@ -222,18 +238,18 @@ export default function WaterQualityModal({fcltyName='', facilityCd='', searchYe const newFilteredData = [ { msrDt: '평균', - efflWqltBod: filteredData.length==0 || avgEfflWqltBod===0?'0.0':(Math.round(avgEfflWqltBod / filteredData.length * 10) / 10).toFixed(1), - efflWqltToc: filteredData.length==0 || avgefflWqltToc===0?'0.0':(Math.round(avgefflWqltToc / filteredData.length * 10) / 10).toFixed(1), - efflWqltCod: filteredData.length==0 || avgefflWqltCod===0?"(0.0)":"("+(Math.round(avgefflWqltCod / filteredData.length * 10) / 10).toFixed(1)+")", - efflWqltSs: filteredData.length==0 || avgEfflWqltSs===0?'0.0':(Math.round(avgEfflWqltSs / filteredData.length * 10) / 10).toFixed(1), - efflWqltTn: filteredData.length==0 || avgEfflWqltTn ===0?'0.000':(Math.round(avgEfflWqltTn / filteredData.length * 1000) / 1000).toFixed(3), - efflWqltTp: filteredData.length==0 || avgEfflWqltTp ===0?'0.000':(Math.round(avgEfflWqltTp / filteredData.length * 1000) / 1000).toFixed(3), - inflAssctBfrWqltBod: filteredData.length==0 || avginflAssctBfrWqltBod===0?'0.0':(Math.round(avginflAssctBfrWqltBod / filteredData.length * 10) / 10).toFixed(1), - inflAssctBfrWqltTn: filteredData.length==0 || avginflAssctBfrWqltTn===0?'0.000':(Math.round(avginflAssctBfrWqltTn / filteredData.length * 1000) / 1000).toFixed(3), - inflAssctBfrWqltTp: filteredData.length==0 || avgInflAssctBfrWqltTp===0?'0.000':(Math.round(avgInflAssctBfrWqltTp / filteredData.length * 1000) / 1000).toFixed(3), - inflAssctBfrWqltToc: filteredData.length==0 || avginflAssctBfrWqltToc===0?'0.0':(Math.round(avginflAssctBfrWqltToc / filteredData.length * 10) / 10).toFixed(1), - inflAssctBfrWqltCod: filteredData.length==0 || avginflAssctBfrWqltCod===0?'(0.0)':"("+(Math.round(avginflAssctBfrWqltCod / filteredData.length * 10) / 10).toFixed(1)+")", - inflAssctBfrWqltSs: filteredData.length==0 || avginflAssctBfrWqltSs===0?'0.0':(Math.round(avginflAssctBfrWqltSs / filteredData.length * 10) / 10).toFixed(1), + efflWqltBod: filteredData.length==0 || avgEfflWqltBod===0?'0.0':roundNumber((avgEfflWqltBod / filteredData.length), 1), + efflWqltToc: filteredData.length==0 || avgefflWqltToc===0?'0.0':roundNumber((avgefflWqltToc / filteredData.length), 1), + efflWqltCod: filteredData.length==0 || avgefflWqltCod===0?"(0.0)":"("+roundNumber((avgefflWqltCod / filteredData.length), 1)+")", + efflWqltSs: filteredData.length==0 || avgEfflWqltSs===0?'0.0':roundNumber((avgEfflWqltSs / filteredData.length), 1), + efflWqltTn: filteredData.length==0 || avgEfflWqltTn ===0?'0.000':roundNumber((avgEfflWqltTn / filteredData.length), 3), + efflWqltTp: filteredData.length==0 || avgEfflWqltTp ===0?'0.000':roundNumber((avgEfflWqltTp / filteredData.length), 3), + inflAssctBfrWqltBod: filteredData.length==0 || avginflAssctBfrWqltBod===0?'0.0':roundNumber((avginflAssctBfrWqltBod / filteredData.length), 1), + inflAssctBfrWqltTn: filteredData.length==0 || avginflAssctBfrWqltTn===0?'0.000':roundNumber((avginflAssctBfrWqltTn / filteredData.length), 3), + inflAssctBfrWqltTp: filteredData.length==0 || avgInflAssctBfrWqltTp===0?'0.000':roundNumber((avgInflAssctBfrWqltTp / filteredData.length), 3), + inflAssctBfrWqltToc: filteredData.length==0 || avginflAssctBfrWqltToc===0?'0.0':roundNumber((avginflAssctBfrWqltToc / filteredData.length), 1), + inflAssctBfrWqltCod: filteredData.length==0 || avginflAssctBfrWqltCod===0?'(0.0)':"("+roundNumber((avginflAssctBfrWqltCod / filteredData.length), 1)+")", + inflAssctBfrWqltSs: filteredData.length==0 || avginflAssctBfrWqltSs===0?'0.0':roundNumber((avginflAssctBfrWqltSs / filteredData.length), 1), bscFctCd: "", bscFctNm: "", lclgvrnmntNm: "", @@ -242,24 +258,24 @@ export default function WaterQualityModal({fcltyName='', facilityCd='', searchYe addr: "", fctCpc: 0, noProcessInflAmnt : roundNumber(avgNoProcessInflAmnt / noProcessInflAmntCnt, 0), - infoRnDay: filteredData.length==0 || avgInfoRnDay===0?'0.0':(Math.round(avgInfoRnDay / filteredData.length * 10) / 10).toFixed(1), - tpInflWqltBod: filteredData.length==0 || avgTpInflWqltBod ===0 ?'0.0':(Math.round(avgTpInflWqltBod / tpInflWqltBodCnt * 10) / 10).toFixed(1), - tpInflWqltTp: filteredData.length==0 || avgTpInflWqltTp === 0?'0.000':(Math.round(avgTpInflWqltTp / tpInflWqltTpCnt * 1000) / 1000).toFixed(3) + infoRnDay: filteredData.length==0 || avgInfoRnDay===0?'0.0':roundNumber(avgInfoRnDay / filteredData.length, 1), + tpInflWqltBod: filteredData.length==0 || avgTpInflWqltBod ===0 ?'0.0':roundNumber(avgTpInflWqltBod / tpInflWqltBodCnt, 1), + tpInflWqltTp: filteredData.length==0 || avgTpInflWqltTp === 0?'0.000':roundNumber(avgTpInflWqltTp / tpInflWqltTpCnt, 3) }, { msrDt : '최대', - efflWqltBod : Math.round(maxEfflWqltBod * 10) / 10?(Math.round(maxEfflWqltBod * 10) / 10).toFixed(1):'0.0', - efflWqltToc : Math.round(maxefflWqltToc * 10) / 10?(Math.round(maxefflWqltToc * 10) / 10).toFixed(1):'0.0', - efflWqltCod : Math.round(maxefflWqltCod * 10) / 10?"("+(Math.round(maxefflWqltCod * 10) / 10).toFixed(1)+")":'(0.0)', - efflWqltSs : Math.round(maxEfflWqltSs * 10) / 10?(Math.round(maxEfflWqltSs * 10) / 10).toFixed(1):'0.0', - efflWqltTn : Math.round(maxEfflWqltTn * 1000) / 1000?(Math.round(maxEfflWqltTn * 1000) / 1000).toFixed(3):'0.000', - efflWqltTp : Math.round(maxEfflWqltTp * 1000) / 1000?(Math.round(maxEfflWqltTp * 1000) / 1000).toFixed(3):'0.000', - inflAssctBfrWqltBod : Math.round(maxinflAssctBfrWqltBod * 10) / 10?(Math.round(maxinflAssctBfrWqltBod * 10) / 10).toFixed(1):'0.0', - inflAssctBfrWqltTn : Math.round(maxinflAssctBfrWqltTn * 1000) / 1000?(Math.round(maxinflAssctBfrWqltTn * 1000) / 1000).toFixed(3):'0.000', - inflAssctBfrWqltTp : Math.round(maxInflAssctBfrWqltTp * 1000) / 1000?(Math.round(maxInflAssctBfrWqltTp * 1000) / 1000).toFixed(3):'0.000', - inflAssctBfrWqltToc : Math.round(maxinflAssctBfrWqltToc * 10) / 10?(Math.round(maxinflAssctBfrWqltToc * 10) / 10).toFixed(1):'0.0', - inflAssctBfrWqltCod : Math.round(maxinflAssctBfrWqltCod * 10) / 10?"("+(Math.round(maxinflAssctBfrWqltCod * 10) / 10).toFixed(1)+")":'(0.0)', - inflAssctBfrWqltSs : Math.round(maxinflAssctBfrWqltSs * 10) / 10?(Math.round(maxinflAssctBfrWqltSs * 10) / 10).toFixed(1):'0.0', + efflWqltBod : Math.round(maxEfflWqltBod * 10) / 10?roundNumber(maxEfflWqltBod, 1):'0.0', + efflWqltToc : Math.round(maxefflWqltToc * 10) / 10?roundNumber(maxefflWqltToc, 1):'0.0', + efflWqltCod : Math.round(maxefflWqltCod * 10) / 10?"("+roundNumber(maxefflWqltCod, 1)+")":'(0.0)', + efflWqltSs : Math.round(maxEfflWqltSs * 10) / 10?roundNumber(maxEfflWqltSs, 1):'0.0', + efflWqltTn : Math.round(maxEfflWqltTn * 1000) / 1000?roundNumber(maxEfflWqltTn, 3):'0.000', + efflWqltTp : Math.round(maxEfflWqltTp * 1000) / 1000?roundNumber(maxEfflWqltTp, 3):'0.000', + inflAssctBfrWqltBod : Math.round(maxinflAssctBfrWqltBod * 10) / 10?roundNumber(maxinflAssctBfrWqltBod, 1):'0.0', + inflAssctBfrWqltTn : Math.round(maxinflAssctBfrWqltTn * 1000) / 1000?roundNumber(maxinflAssctBfrWqltTn, 3):'0.000', + inflAssctBfrWqltTp : Math.round(maxInflAssctBfrWqltTp * 1000) / 1000?roundNumber(maxInflAssctBfrWqltTp, 3):'0.000', + inflAssctBfrWqltToc : Math.round(maxinflAssctBfrWqltToc * 10) / 10?roundNumber(maxinflAssctBfrWqltToc, 1):'0.0', + inflAssctBfrWqltCod : Math.round(maxinflAssctBfrWqltCod * 10) / 10?"("+roundNumber(maxinflAssctBfrWqltCod, 1)+")":'(0.0)', + inflAssctBfrWqltSs : Math.round(maxinflAssctBfrWqltSs * 10) / 10?roundNumber(maxinflAssctBfrWqltSs, 1):'0.0', bscFctCd: "", bscFctNm: "", lclgvrnmntNm: "", @@ -268,24 +284,24 @@ export default function WaterQualityModal({fcltyName='', facilityCd='', searchYe addr: "", fctCpc: 0, noProcessInflAmnt : roundNumber(maxNoProcessInflAmnt, 0), - infoRnDay: Math.round(maxInfoRnDay * 10) / 10?(Math.round(maxInfoRnDay * 10) / 10).toFixed(1):'0.0', - tpInflWqltBod: Math.round(maxTpInflWqltBod * 10) / 10?(Math.round(maxTpInflWqltBod * 10) / 10).toFixed(1):'0.0', - tpInflWqltTp: Math.round(maxTpInflWqltTp * 1000) / 1000?(Math.round(maxTpInflWqltTp * 1000) / 1000).toFixed(3):'0.000' + infoRnDay: Math.round(maxInfoRnDay * 10) / 10?roundNumber(maxInfoRnDay, 1):'0.0', + tpInflWqltBod: Math.round(maxTpInflWqltBod * 10) / 10?roundNumber(maxTpInflWqltBod, 1):'0.0', + tpInflWqltTp: Math.round(maxTpInflWqltTp * 1000) / 1000?roundNumber(maxTpInflWqltTp, 3):'0.000' }, { msrDt : '최소', - efflWqltBod : Math.round(minEfflWqltBod * 10) / 10?(Math.round(minEfflWqltBod * 10) / 10).toFixed(1) : '0.0', - efflWqltToc : Math.round(minefflWqltToc * 10) / 10?(Math.round(minefflWqltToc * 10) / 10).toFixed(1) : '0.0', - efflWqltCod : Math.round(minefflWqltCod * 10) / 10?"("+(Math.round(minefflWqltCod * 10) / 10).toFixed(1)+")" : '(0.0)', - efflWqltSs : Math.round(minEfflWqltSs * 10) / 10?(Math.round(minEfflWqltSs * 10) / 10).toFixed(1) : '0.0', - efflWqltTn : Math.round(minEfflWqltTn * 1000) / 1000?(Math.round(minEfflWqltTn * 1000) / 1000).toFixed(3) : '0.000', - efflWqltTp : Math.round(minEfflWqltTp * 1000) / 1000?(Math.round(minEfflWqltTp * 1000) / 1000).toFixed(3) : '0.000', - inflAssctBfrWqltBod : Math.round(mininflAssctBfrWqltBod * 10) / 10?(Math.round(mininflAssctBfrWqltBod * 10) / 10).toFixed(1) : '0.0', - inflAssctBfrWqltTn : Math.round(mininflAssctBfrWqltTn * 1000) / 1000?(Math.round(mininflAssctBfrWqltTn * 1000) / 1000).toFixed(3) : '0.000', - inflAssctBfrWqltTp : Math.round(minInflAssctBfrWqltTp * 1000) / 1000?(Math.round(minInflAssctBfrWqltTp * 1000) / 1000).toFixed(3) : '0.000', - inflAssctBfrWqltToc : Math.round(mininflAssctBfrWqltToc * 10) / 10?(Math.round(mininflAssctBfrWqltToc * 10) / 10).toFixed(1) : '0.0', - inflAssctBfrWqltCod : Math.round(mininflAssctBfrWqltCod * 10) / 10?"("+(Math.round(mininflAssctBfrWqltCod * 10) / 10).toFixed(1)+")" : '(0.0)', - inflAssctBfrWqltSs : Math.round(mininflAssctBfrWqltSs * 10) / 10?(Math.round(mininflAssctBfrWqltSs * 10) / 10).toFixed(1) : '0.0', + efflWqltBod : Math.round(minEfflWqltBod * 10) / 10?roundNumber(minEfflWqltBod, 1) : '0.0', + efflWqltToc : Math.round(minefflWqltToc * 10) / 10?roundNumber(minefflWqltToc, 1) : '0.0', + efflWqltCod : Math.round(minefflWqltCod * 10) / 10?"("+roundNumber(minefflWqltCod, 1)+")" : '(0.0)', + efflWqltSs : Math.round(minEfflWqltSs * 10) / 10?roundNumber(minEfflWqltSs, 1) : '0.0', + efflWqltTn : Math.round(minEfflWqltTn * 1000) / 1000?roundNumber(minEfflWqltTn, 3) : '0.000', + efflWqltTp : Math.round(minEfflWqltTp * 1000) / 1000?roundNumber(minEfflWqltTp, 3) : '0.000', + inflAssctBfrWqltBod : Math.round(mininflAssctBfrWqltBod * 10) / 10?roundNumber(mininflAssctBfrWqltBod, 1) : '0.0', + inflAssctBfrWqltTn : Math.round(mininflAssctBfrWqltTn * 1000) / 1000?roundNumber(mininflAssctBfrWqltTn, 3) : '0.000', + inflAssctBfrWqltTp : Math.round(minInflAssctBfrWqltTp * 1000) / 1000?roundNumber(minInflAssctBfrWqltTp, 3) : '0.000', + inflAssctBfrWqltToc : Math.round(mininflAssctBfrWqltToc * 10) / 10?roundNumber(mininflAssctBfrWqltToc, 1) : '0.0', + inflAssctBfrWqltCod : Math.round(mininflAssctBfrWqltCod * 10) / 10?"("+roundNumber(mininflAssctBfrWqltCod, 1)+")" : '(0.0)', + inflAssctBfrWqltSs : Math.round(mininflAssctBfrWqltSs * 10) / 10?roundNumber(mininflAssctBfrWqltSs, 1) : '0.0', bscFctCd: "", bscFctNm: "", lclgvrnmntNm: "", @@ -294,9 +310,9 @@ export default function WaterQualityModal({fcltyName='', facilityCd='', searchYe addr: "", fctCpc: 0, noProcessInflAmnt : roundNumber(minNoProcessInflAmnt, 0), - infoRnDay: Math.round(minInfoRnDay * 10) / 10?'0.0':(Math.round(minInfoRnDay * 10) / 10).toFixed(1), - tpInflWqltBod: Math.round(minTpInflWqltBod * 10) / 10 && minTpInflWqltBod != 99999999?(Math.round(minTpInflWqltBod * 10) / 10).toFixed(1):'0.0', - tpInflWqltTp: Math.round(minTpInflWqltTp * 1000) / 1000 && minTpInflWqltTp != 99999999?(Math.round(minTpInflWqltTp * 1000) / 1000).toFixed(3):'0.000' + infoRnDay: Math.round(minInfoRnDay * 10) / 10?'0.0':roundNumber(minInfoRnDay, 1), + tpInflWqltBod: Math.round(minTpInflWqltBod * 10) / 10 && minTpInflWqltBod != 99999999?roundNumber(minTpInflWqltBod, 1):'0.0', + tpInflWqltTp: Math.round(minTpInflWqltTp * 1000) / 1000 && minTpInflWqltTp != 99999999?roundNumber(minTpInflWqltTp, 3):'0.000' }, ...filteredData ]; @@ -413,7 +429,9 @@ export default function WaterQualityModal({fcltyName='', facilityCd='', searchYe > - {msrmtDate != yesterDayStr?.replaceAll('-','')?

※전날 데이터 결측으로 인해 가장 최근 데이터 표출함

: ''} + {msrmtDate != yesterDayStr?.replaceAll('-','') ? ( + + ) : null} @@ -442,10 +460,7 @@ export default function WaterQualityModal({fcltyName='', facilityCd='', searchYe -
- ☞ 미처리하수량 =[(강우시 일별유입유량*강우시 일별유입BOD)-(청천시 연평균유입유량*청천시 연평균유입BOD)]​/강우시 일별유입BOD)​

- ☞ 음수값 발생시 제외(null, 평균값 산정시 제외)

-
+ @@ -473,10 +488,7 @@ export default function WaterQualityModal({fcltyName='', facilityCd='', searchYe -
- ☞ 미처리하수량 =[(강우시 일별유입유량*강우시 일별유입BOD)-(청천시 연평균유입유량*청천시 연평균유입BOD)]​/강우시 일별유입BOD)​

- ☞ 음수값 발생시 제외(null, 평균값 산정시 제외)

-
+ @@ -504,11 +516,7 @@ export default function WaterQualityModal({fcltyName='', facilityCd='', searchYe -
- ☞ 미처리하수량 =[(강우시 일별유입유량*강우시 일별유입BOD)-(청천시 연평균유입유량*청천시 연평균유입BOD)]​/강우시 일별유입BOD)​

- ☞ 음수값 발생시 제외(null, 평균값 산정시 제외)

- ☞ 청천시 : 강우량이 3mm미만의 날 -
+ @@ -536,11 +544,7 @@ export default function WaterQualityModal({fcltyName='', facilityCd='', searchYe -
- ☞ 미처리하수량 =[(강우시 일별유입유량*강우시 일별유입BOD)-(청천시 연평균유입유량*청천시 연평균유입BOD)]​/강우시 일별유입BOD)​

- ☞ 음수값 발생시 제외(null, 평균값 산정시 제외)

- ☞ 강우량 3mm 이상만 날과 강우영향일(강우일+2일)의 날 -
+ diff --git a/apps/fo/app/pages/(with-layout)/flowRate/modal/page.tsx b/apps/fo/app/pages/(with-layout)/flowRate/modal/page.tsx index 5a38ad8f0..f82f92835 100644 --- a/apps/fo/app/pages/(with-layout)/flowRate/modal/page.tsx +++ b/apps/fo/app/pages/(with-layout)/flowRate/modal/page.tsx @@ -8,6 +8,12 @@ import { useCallback, useEffect, useRef, useState } from "react"; import type { ReturnType } from "../../../../components/common/FacilityTermModalHeader"; import { roundUp } from "@/app/store/common"; import { roundNumber } from "@/app/components/common/DataForm"; +import UnderComment from "@/app/components/common/UnderComment"; + +const commentDefault = [ + "미처리하수량 =[(강우시 일별유입유량*강우시 일별유입BOD)-(청천시 연평균유입유량*청천시 연평균유입BOD)]​ / (강우시 일별유입BOD)​" , + "음수값 발생시 제외(null, 평균값 산정시 제외)" +]; const tabList = [ { value: 'tab_term_year', label: '연간' }, @@ -225,10 +231,7 @@ export default function FlowRateModal(props: { fcltyName: string; facilityCd: st boldArray={[0,1,2]} /> -
- ☞ 미처리하수량 =[(강우시 일별유입유량*강우시 일별유입BOD)-(청천시 연평균유입유량*청천시 연평균유입BOD)]​/강우시 일별유입BOD)​

- ☞ 음수값 발생시 제외(null, 평균값 산정시 제외)

-
+ @@ -253,10 +256,7 @@ export default function FlowRateModal(props: { fcltyName: string; facilityCd: st boldArray={[0,1,2]} /> -
- ☞ 미처리하수량 =[(강우시 일별유입유량*강우시 일별유입BOD)-(청천시 연평균유입유량*청천시 연평균유입BOD)]​/강우시 일별유입BOD)​

- ☞ 음수값 발생시 제외(null, 평균값 산정시 제외)

-
+ @@ -281,10 +281,7 @@ export default function FlowRateModal(props: { fcltyName: string; facilityCd: st boldArray={[0,1,2]} /> -
- ☞ 미처리하수량 =[(강우시 일별유입유량*강우시 일별유입BOD)-(청천시 연평균유입유량*청천시 연평균유입BOD)]​/강우시 일별유입BOD)​

- ☞ 음수값 발생시 제외(null, 평균값 산정시 제외)

-
+ @@ -309,11 +306,7 @@ export default function FlowRateModal(props: { fcltyName: string; facilityCd: st boldArray={[0,1,2]} /> -
- ☞ 미처리하수량 =[(강우시 일별유입유량*강우시 일별유입BOD)-(청천시 연평균유입유량*청천시 연평균유입BOD)]​/강우시 일별유입BOD)​

- ☞ 음수값 발생시 제외(null, 평균값 산정시 제외)

- ☞ 청천시 : 강우량이 3mm미만의 날 -
+ @@ -328,11 +321,7 @@ export default function FlowRateModal(props: { fcltyName: string; facilityCd: st
{}} className="h-[370px]" boldArray={[0,1,2]}/>
-
- ☞ 미처리하수량 =[(강우시 일별유입유량*강우시 일별유입BOD)-(청천시 연평균유입유량*청천시 연평균유입BOD)]​/강우시 일별유입BOD)​

- ☞ 음수값 발생시 제외(null, 평균값 산정시 제외)

- ☞ 강우량 3mm 이상만 날과 강우영향일(강우일+2일)의 날 -
+ diff --git a/apps/fo/app/pages/(with-layout)/planSewage/page.tsx b/apps/fo/app/pages/(with-layout)/planSewage/page.tsx index 00539da13..dd7b263a2 100644 --- a/apps/fo/app/pages/(with-layout)/planSewage/page.tsx +++ b/apps/fo/app/pages/(with-layout)/planSewage/page.tsx @@ -5,7 +5,14 @@ import { downloadExcel, MainDiv, SearchBaseForm, SearchInput, SelectBox, Title, import ListDiv from "@common/business_components/ui/list_div"; import { useCallback, useEffect, useRef, useState } from "react"; import LoadingOverlay from "@common/business_components/ui/loadingBar"; - +import UnderComment from "@/app/components/common/UnderComment"; + +const commentArray = [ + "여유용량 = 하수처리시설 시설용량 – 건기시 유입유량(평균)​", + "변동부하율 = 건기시 일최대 유량/일평균​유량(기준 최근 3개년)​", + "분류식화율 = 분류식지역 면적(㎢) / 처리​구역 면적합계(㎢) ×100" +] + export default function PlanSewage() { const {Common ,PlanSewage @@ -193,11 +200,7 @@ export default function PlanSewage() {
-
- ☞ 여유용량 = 하수처리시설 시설용량 – 건기시 유입유량(평균)​
- ☞ 변동부하율 = 건기시 일최대 유량/일평균​유량(기준 최근 3개년)​
- ☞ 분류식화율 = 분류식지역 면적(㎢) / 처리​구역 면적합계(㎢) ×100
-
+ diff --git a/apps/fo/app/pages/(with-layout)/processFacility/page.tsx b/apps/fo/app/pages/(with-layout)/processFacility/page.tsx index 381c64ea5..189238bdf 100644 --- a/apps/fo/app/pages/(with-layout)/processFacility/page.tsx +++ b/apps/fo/app/pages/(with-layout)/processFacility/page.tsx @@ -6,6 +6,7 @@ import ListDiv from "@common/business_components/ui/list_div"; import { useCallback, useEffect, useRef, useState } from "react"; import ProcessFacilityInfoModal from "./modal/page"; import LoadingOverlay from "@common/business_components/ui/loadingBar"; +import UnderComment from "@/app/components/common/UnderComment"; export default function ProcessFacilitySearch() { const {Common @@ -278,9 +279,9 @@ export default function ProcessFacilitySearch() { + - ※계획유입수질 및 설계유입수질은 해당 BOD를 나타냄 {selectedRow !== null && ( - ※ 강우시 총 추정유입량 = 청천시 유입하수량 + RDII 추정값

- ※ 주) 처리장 유입부에서 측정된 유량 및 수질조사 자료를 기준으로 산정된 결과임 +