Sample Answer
I’d start by instrumenting the endpoint end-to-end: add tracing, log request/response times, and break down latency by segments (API, DB, external calls). I’d look at P50/P95/P99 latencies, QPS, and error rates over at least a week of traffic to see patterns by endpoint parameters and clients. In a recent case, we saw P99 at ~2.5s for a 1k RPS endpoint, mostly due to two unindexed joins and a chatty downstream service. We added proper DB indexes, introduced a read-through Redis cache for the hottest 10% of keys (with a 5-minute TTL), and batched downstream calls with a fan-out/fan-in pattern using a worker pool. That brought P99 under 500ms and cut DB load by ~60%. We validated via load tests in staging, canary rollout to 10% of traffic, and a dashboard comparing before/after latency and saturation metrics.
Keywords
In your civil engineering studies, what specific design coursework or project work did you complete related to irrigation channels or canals (e.g., design of lined/unlined canals, distributaries, minors)? Describe one such design in detail, including how you determined discharge, permissible velocity, section dimensions, and lining choice for Gujarat-type soil and climate conditions.
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